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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-AOC 09 DADU BAGH MARKET KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹5.5 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹5.9 Cr+₹41.6 L (7.59%)Rejected-Finance PAURI GARHWAL | UTTARAKHAND | 246001 | ₹5.9 Cr+₹41.6 L (7.59%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | Not Admitted-Fee/PreQual/Technical N A | PALWAL | HARYANA | 121004 | - | - | Not Admitted-Fee/PreQual/Technical Others-Document not submitted by the bidder on registered/ speed post. |
| Sl No | Description | Qty | Unit | goyal and sons L1 | SANJAY AGARWAL L2 |
|---|---|---|---|---|---|
| 1.00 | 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, for all , including Dressing of sides and ramming of bottoms. for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 737.67 | Cum | 200 ₹1,47,534 Lowest | 214 ₹1,57,861.38 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual meansover areas (not exceeding 1.5 m in width or 10 sqm on plan) , including getting out the excavated soil and disposal of excavated soil lead of 50 m and for as directed by engineer in charge. | 146 | Cum | 130 ₹18,980 Lowest | 146 ₹21,316 |
| 3.00 | Excavation in soil in 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 | 250 | Cum | 180 ₹45,000 Lowest | 236 ₹59,000 |
| 4.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 750 | Meter | 215 ₹1,61,250 Lowest | 290 ₹2,17,500 |
| 5.00 | 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. | 503.67 | Cum | 150 ₹75,550.5 Lowest | 162 ₹81,594.54 |
| 6.00 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. | 62.11 | Cum | 1,700 ₹1,05,587 Lowest | 1,750 ₹1,08,692.5 |
| 7.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 600 | Cum | 550 ₹3,30,000 Lowest | 580 ₹3,48,000 |
| 8.00 | 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 | 52.5 | Cum | 2,860 ₹1,50,150 Lowest | 2,880 ₹1,51,200 |
| 9.00 | 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, stone screening/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 | 52.5 | Cum | 2,250 ₹1,18,125 Lowest | 3,000 ₹1,57,500 |
| 10.00 | Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 | 525 | Sqm | 535 ₹2,80,875 Lowest | 542 ₹2,84,550 |
Tender Value
₹5.9 Cr
EMD Value
₹11.8 L
Closing Date
26 Aug 2025, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
Construction of Netaji Subhash Chandra Bose 150 Bedded Boys Hostel At Laldhang, Distt- Haridwar
2025_MDPEY_86100_1
3262 /Nivida(Garh)Rishikesh/97 Dt. 08-08-2025
Open Tender
Civil Works
Item Rate
365 days
Laldhang, Distt- Haridwar
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM,Const.Unit, UKPJN, Rishikesh
₹11.8 L
Dehradun
13 Oct 2025
12 Aug 2025
30 Aug 2025
12 Aug 2025
26 Aug 2025
15 Aug 2025
14 Aug 2025
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, for all , including Dressing of sides and ramming of bottoms. for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual meansover areas (not exceeding 1.5 m in width or 10 sqm on plan) , including getting out the excavated soil and disposal of excavated soil lead of 50 m and for as directed by engineer in charge.
Excavation in soil in 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
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
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.
Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
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, stone screening/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
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)
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete 1:2.4 (1 cement : 2 coarse sand : 4 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm 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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement .All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum All works upto plinth level
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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement .All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level
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.
Centring and shuttering including strutting,ropping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Columns, Pillars, Piers, Abutments, Posts and Struts.
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Suspended floors, roofs, landings, balconies and access platform.
Shelves
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 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)
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 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.
Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse Granite of any colour and shadeArea of slab over 0.50 sqm.
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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm
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 :
Providing and fixing aluminium tower 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 necessary screws etc. complete
Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper
Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading.
Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : With ISI marked stainless steel butt hinges of required size in second class teek wood.
Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge
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 factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using 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 & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside ocking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including useof chequered plate wherever required, all complete
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. 40mm thick with 20mm nominal size stone aggregate.
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 @ 3.3kg/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 @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 mm
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm
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 and laying Ceramic glazed floor tiles 300x300 mm (thickness sq.m to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to sq.m IS : 15622 (thickness to be specified by the manufacture ) 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 including pointing in white cement mixed with pigment of matching shade complete.
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)
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand)
12 mm thick cement plaster in 1:4 ( 1 cement and 4 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.
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.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
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
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.
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 on wall face unplasticised Rigid PVC rain water pipes110 mm dia conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :
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 110 mm bend
Shoe (Plain) 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 110 mm
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall
15 mm dia nominal bore
20 mm dia nominal bore
32 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore
20 mm dia nominal bore
25 mm dia nominal bore
32 mm dia nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
15 mm nominal bore
20 mm nominal bore
25 mm nominal bore
32 mm nominal bore
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bor
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approvedquality . 15 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore (Horizontal)
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
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
Providing and fixing C.P. brass long body bib cock of approve quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings i/c jet and fixtures complete, including cutting and making good the walls and floors wherever required :
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
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 C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter
Providing and fixing soil , waste and vent pipes: S.C.I S&S pipe as per IS:1729
100 mm dia
75 mm dia
Providind and fixing M.S.holder bat clamps of approved design to sand cast iron/cast iron (squn) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1cement :2coarse sand :4graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc:
for 100 mm dia pipe
for 75 mm dia pipe
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 1729
100 mm dia
75 mm dia
Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 1729
100 mm dia
75 mm dia
Providing and fixing heel rest sanitary bend.
100 mm diameter pipe
75 mm diameter pipe
Providing and fixing double equal plain junction of required degree. Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
100x100x100x100 mm
75x75x75x75x75 mm
Providing and fixing single equal plain junction of required degree : Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
Providing and fixing double unequal plain junction of required degree: Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 100x100x75x75 mm
Providing and fixing single unequal plain junction of required degree : Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 100x100x75 mm
Providing and fixing double equal plain invert branch of required degree: Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 100x100x100x100 mm
Providing and fixing single equal plain invert branch of required degree : Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 100x100x100 mm
Providing and fixing single unequal plain invert branch of required degree : Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 100x100x75 mm
Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905 65 mm offsets With 75 mm dia pipe
Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905 130 mm offsets With 100 mm dia
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 trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
Providing and fixing terminal guard 100 mm Sand cast iron S&S as per IS - 1729
Providing and fixing collar : Sand cast iron S&S as per IS - 1729
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 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, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.
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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
As for Above Item Extra depth for manholes With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Size 90x80 cm
Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
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.
Providing and fixing in position precast R.C.C. manhole cover and frame of requiredRectangular shape 600x450mm internal dimensions
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
Constructing masonry chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement :4 coarse sand ) with C.c 1:2:4 floor over C.C 1:5:10 Finished with a floating coat of neat cement complete .Rectangular shape 600x450mm internal dimensions
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.
Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg
Providing and fixing / Laying unplasticised Rigid PVC pipe:- 110 mm
Providing and Laying / fixing unplasticised Rigid PVC pipe:- 75mm
Supplying and stacking at site. Over burnt (Jhama) brick aggregate 90 mm to 45 mm
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes.
Gravel 5 mm to 10 mm
Gravel 3 mm to 6 mm
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
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 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).
Providing and fixing T-iron frames for doors, windows and ventilators and Y-section of mild steel Tee-sections with (40x40x5), joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
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
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.
Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
Wiring fir curcuit/ submain wiring alongwith earth wire the following sizes of FR 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
2x2.5 sq. mm + 1x2.5 sq.mm earth wire
4 X 6 sq. mm + 2 X 6 sq. mm earth wire
4x10 sq. mm + 2x 6 sq.mm earth wire
Supplying and fixing of following sizes of PVC conduit along with accessories in surface / recess including painting in case of surface conduit, or cuttting the wall and making good the same in case of recessed conduit as required. 25mm
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 75 mm X 75 mm X 60 mm deep
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
3 pin 5/6 amp socket outlet
Telephone socket outlet
Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
Supplying and fixing 3 pin, 5 amp. ceilling rose on the existing junction box/ wooden block including connection etc. as required
Supplying and flxing brass batten/angle holder including connection etc. as required.
Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling / wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq, mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
Installation of exhaust fan upto 450 mm sweep in the existingopening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning etc. as required.
Extra for fixing louvers/shutters complete with frame for a exhaust fan of all sizes.
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
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissoning etc. as required. 63 amps
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..
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)
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. 300 mm width X 50 mm depth X 1.6 mm thickness
Supply of AC 230/250 volts, 50 HZ energy efficient ceiling fan with standard down rod, blades, 3 nos. caps Model-Captiva 50 (1200 mm Sweep) etc. complete in all aspects as per direction of Engineer in Charge 1200 mm sweep
Supply of AC 230/250 volts, 50 HZ exhaust fans including providing nuts, bolts, mounting frame and other accessories etc. complete . Model- Ventil Air - DS ,complete in all aspects as per direction of Engineer in Charge. 250 mm sweep 1350 rpm
SUPPLY OF LED Glass Bulb B22, 12 W ,6000k /4000k/3000K ,230/250 Volt,50 HZ ETC, complete in all aspects as per direction of Engineer in Charge.
Supply and fixing of T5 LED Tube Light -Wall mounted LED batten , extruded aluminium Heat sink provided for efficient heat dissipation & integrated electronic driver. (1X22W LED )complete in all aspects as per direction of Engineer in Charge
Supplying installation, testing & commissioning of 415 V, 3 ph, 50Hz, 4wire system, sheet steel clad, dust & vermin proof cubical & indoor type floor mounted, free standing extendible type main LT panel with IP-42 Protection, compartmentalized design & fabricated out of 2 mm/1.6mm CRCA Sheet steel complete with Al.Bus bar electrical interlocks as per the various status of all the equipment indicates on the drawing.Providing & fixing of base plate chennel, p/f the following complete with earth bus bar throughout the length of the panel, terminal arrengment for incoming / outgoings cables & also outgoing termination for verious size of cables, the incoming & outgoing feeders shall be accommodated in a modular multi-tier arrenment adiquate size bus duct /cable Alliey, sign writing painting, earthing, numbring, danger plat etc. complet as requir as per specification & drawing .
1 nos. 1250 A FP ACB 50 KA WITH MICROPROCESSOR BASED TRIP UNIT Ics=Icu = Icw for 1 sec OVERLOAD SETTINGS with adj. time delay , SHORT CIRCUIT SETTINGS with adj. time delay, INSTANTANEOUS, EARTH FAULT & NEUTRAL PROTECTION with adj. time delay & having O/L,S/C ,E/F , RPR, O/V, U/V protection & ON/OFF/TRIP Indication with MCB
1 nos. Digital type power analyser meters to show (V,A,KWh,KVAh,KW,KVA,KVAR,PF,Hz, harmonic) with cast resin CTs. & communication port.
1 set of LED phase indicating Lamps with MCB Protection
1 nos. trip circuit supervision relays.
1 Nos. CT's 1250/5A accuracy Class-I, 15VA Burden
1 Set of TPN AL bus bar of minimum of 1400A capacity with heat shrinkable coloured slabs & i/c DMC/SMC Bus bars suports at required intervals complete for cross section, size suports & their spacing etc. for with standing fault level of 36KA for 1 sec.
2 nos. 125A 415V, Ics=25KA, 4P MCCB with microprocessor release having O/L, S/C E/F,O/V & U/V protection.
4 nos. 63A 415V, Ics=25KA, 4P MCCB with microprocessor release having O/L, S/C E/F,O/V & U/V protection.
4 nos. 40A 415V, Ics=25KA, 4P MCCB with microprocessor release having O/L, S/C E/F,O/V & U/V protection.
4 nos. 63 A 415V, TP+N MCB of 25KA Thermal Protection .
4 nos. 32A 415V, TP+N MCB of 25KA Thermal Protection.
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 suports at required Intervals complete for cross section, size suports & their spacing etc. for with standing fault level of 25KA for 1 sec.
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 .
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
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.
2 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.
2 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 .
AUTOMATIC POWER FACTOR CONTROL PANEL(EEP) 75KVAR,IP Rating IP33, IP40, IP44, IP54, IP55, Single phase,three phase
Providing & Fixing Lightning Arresters System (Building protection)
Supplying, receiving, storing, laying, effecting proper connections, testing and commissioning of the following sizes of 1.1 KV grade PVC insulated copper conductor armoured stranded control cable complete as required and as per specifications.
12 core x 1.5 sq. mm cable
Supply and making terminal joints for the following sizes of 1.1 KV PVC insulated Copper conductor cable including providing tinned copper terminal lugs, double compression brass cable glands, insulation tape, effecting terminal connections to the equipment complete as required.
Control Cables Terminations
12 core x 1.5 sq. mm cable termination
Supplying, receiving, storing, laying, effecting proper connections, testing and commissioning of the following sizes of 1.1 KV grade Sheilded copper conductor armoured stranded control cable complete as required and as per specifications.
6 core x 1.5 sq. mm cable
SANJAY AGARWAL (BID ID -394294)
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