Construction of Womens Market at Tera Bazar, Manipur.

Amount

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil.

2.23 Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m

2.25 Supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete.

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work up to plinth level :

4.1.2 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size).

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.20 A Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

5.20 A.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

(a) 5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

(b) 5.9.19 Suspended floors, roofs landings, balconies and access platform, with water proof ply 12 mm thick.

( c) 5.9.20 Lintels, Chajjas, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12 mm thick.

(d) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

(e) 5.9.15 Edges of slab and breaks in floors and walls.

5.9.15.1 Under 20 cm wide.

(f) 5.9.18. Weather shade, Chajjas, corbels etc., oncluding edges.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class in foundation and plinth in :

6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.9 Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in .

6.9.1 Cement mortar 1:3 (1 cement : 3 coarse sand)

9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

9.1.1 Local best quality Teak wood.

9.4 Providing & fixing panelled or panelled and glazed shutters for doors, windows, clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.

9.4.1 Local best quality Teak wood.

9.4.1.1 35 mm thick shutters

9.22 P/F MS grills of required pattern in frames of windows etc. with MS flat, square or round bars etc. including priming coat with approved steel primer all complete.

9.22.2 Fixed to openings/wooden frames with rawl plugs screws etc.

9.27 Providing 40x5 mm. flat iron hold fast 40 cm. i/c fixing to frames with 10 mm. dia. Nuts & wooden plugs and embedding to cement concrete block 30x10x15 cm.1:3:6 (1 cement : 3 course sand : 6 stone agrt. 20 mm. nominal gauge)

9.63 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:

9.64 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 nuts and screws etc. complete:

9.66 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 nuts and screws etc. complete:

Providing anf fixing glazing in aluminium door, widow, ventilatlator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-chrge. i/c of aluminium snap beading of Powder coated aluminium (minimum thickness of powder coating 50 micron)

With float glass panes of 5 mm thickness

Providing and fixing aluminium work for doors, windows, ventilators and partions with extruded built up standard tubular sections/ appropiate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasterners including necessary filling up of gaps at junctions, at top, bottom and sides with required EPDM rubber/ Neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glaging / panelling, C. P. brass/ stainless steel screws, all complete as per artitectural drawings and the directions of Engineer-in-charge. (i/c Glazing and panelling With float glass panes of 4 mm thickness)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

10.6 Suppling and fixing rolling shutters of approved make of required size M.S. laths interlocket together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guidesand arrangements for inside and ouside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No. 2 and M.S. top cover of required thickness for rolling shutter.

10.6.1. 80x1.25mm M.S. laths with 1.25 mm thick top cover

P/F ball bearing for rolling shutters

10.24 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.

10.24.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works .

11.27 Providing and fixing Ist quality ceramic glazed wall tiles conforming to 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 Engineerin-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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

11.28 Providing and fixing ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of Ist 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.

11.33 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 brand & manufacturer, 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. The tiles must be cut wlth the zero chipping diamond cutter only. Laying of tiles will be done with the notch towel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily.

11.33.1 Double charge vitrified tile polished finish of size

11.33.1.1 Size of Tile 600x600 mm

Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufactor) with water absortion less than 0.08% and conforming to IS: 15622 of approved make, in all colours and shade, in skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement :3 c/sand) joining with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. ( a ) Size of Tile 600x600mm

8.8.1. Providing and laying Polished Granite stone flooring in required design and pattern, in linear as well as culvilinear portion of the building all complete as per the architectural drawing with 18mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 (1 cement :4 c/sand) laid and pointing with cement slurry admixed with pigment of maching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer in charge. (a) Polished Granite stone slab Jet Black, Cherry Red, Elite Brawn, Cat Eye or Equivalent.

11.13 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick ded of cement mortar 1:4 (1 cement :4 c/sand)

11.13.3 Dark shade using ordinary cement

13.4 12mm cement plaster of mix :-

13.4.1 1:4 ( 1 cement : 4 coarse sand)

P/F UPVC soil, rain water and vent pipe i/c requisite filling, jointing of pipes & fitting with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge.

(b) 110mm dia

13.58 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.

13.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

13.29.1 New work (two or more coats) over and i/c priming coat with cement primer.

13.33 Finishing walls with textured exterior paint of required shade :

13.33.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

13.37 Applying priming coat:

13.37.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)

13.36.2 Painting wood work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litr/10 sqm over an under coat of primer @ 0.75 litr/10 sqm of approved brand and manufacture.

13.36.3 Painting steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litr/10 sqm over an under coat of primer @ 0.80 litr/10 sqm of approved brand and manufacture.

14.15. Making plinth protection 50 mm. in c.c. 1:3:6 (1 cement : 3 course sand : 6 graded stone aggrt. 20 mm. nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finished the top smooth.

Septic Tank :

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil.

2.23 Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size).

5.3 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

5.9.19 Suspended floors, roofs, landing, balconies and access plateform, with water proofing ply 12mm thick.

(e) 5.9.15 Edges of slab and breaks in floors and walls.

5.9.15.1 Under 20 cm wide.

13.7 12 mm cement plaster finished with floating coat of neat of mix :

13.7.1 1:3 (1 cement 3 f/sand)

K-Water Supply & Sanitary Installation :

P/F watercloset squating pan (Indian type W.C. pan) with 100mm Sand Cast Iron P or S trap, 10 litre low level white PVC flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls & floors wherever required:. (a) White Vitreous China Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests.

16.2 P/F white vitreous china pedestal type watercloset squating pan (European type W.C. pan) with seat and lid, 10 litre low level white PVC 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 & floors wherever required:

16.2.1. (a) W.C. pan with ISI marked white solid plastic seat and lid.

16.7A. P/F wash basin C.I. brackets, 15mm dia C.P. brass single hole basin mixure of approved qquality and make, including painting of fittings and brackets, cutting and making good the walls wherever required.

16.7A.1 White Viterous China Wash basin size 550x400 mm with a 15 mm C.P brass.

Additional/17. P/F UPVC soil, rain water and vent pipe i/c requisite filling, jointing of pipes & fitting with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge.

Additional/17.1. 75 mm dia

Additional/17.2. 110mm dia

Additional/19. Providing and fixing PVC traps with 100 mm inlet and 75 mm out of self cleaning design with screwed down of hinged grating with or without vent arm complete i/c cost of cutting and making good the walls and floors.

17.4 - P/F Chlorinate Polyvinyl Cloride (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 joining of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External work- Exposed on wall.

17.6.5. 40mm nominal outer dia pipes

17.6.4. 32mm nominal outer dia pipes

P/F Chlorinate Polyvinyl Cloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work, including cutting chases and making good the wall etc.

17.5.1. 15mm nominal outer dia pipes

17.11. P/F C.P. brass bib cock of approvedr quality

17.11.1. 15mm nominal bore

16.34. 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.

16.34.2. 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.

16.28. Providing & fixing mirror of superior glass (approved qquality) and of reqquired shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing :

16.28.2. Rectangular shape 453x357 mm

Providing & fixing 8mm dia. C.P./S.S. Jet with fleblle tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and makes as approved by Engineer-in- charge.

External Water supply connection :

17.8 - Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.

External work:

17.8.1 - 15 mm nominal outer dia pipes.

S/F Water pumping set "TEXMO DMS-3 1 HP" single phase self primimg monoblock pump set

B- Levelling :

Providing, laying and compacting Granular Base/Sub-base with naturally occurring Sand Gravel Material free from organic ore other deleterious constituent spreading with Motor Grader and compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150mm (spread thickness).

C- Overhead Water Tank

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil.

2.23 Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

4.1.2 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size).

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.2 Walls (any thickness ) including attached pilasters, buttresses, plinth and the string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick

13.10 15mm cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall.

17.28 Providing and placing on terrace (at all floor levels) polythylene 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.

D - CONSTRUCTION OF DRAINS:

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil.

2.23 Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size).

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.2 Walls (any thickness ) including attached pilasters, buttresses, plinth and the string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform.

E - Internal Roads.

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

6 Providing and laying factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

6.1 60mm thick

F - CONSTRUCTION OF FOOTPATH:

6 Providing and laying factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

6.1 60mm thick

G - Electrical work :

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular type switch , modular plate suitable size G.I. box and earthing the point with 1.5mm2 FR PVC insulated copper coductor single core etc. as reqd.

1. Group A

2. Group B

3. Group C

Wiring for power point plug with 2x4mm2 FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 no. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc. as reqd.

Wiring for circuit / sub main wiring along with earth wire with (the following sizes) of FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit etc. as reqd.

1. 2x1.5mm2 + 1x1.5mm2 earth wire.

2. 2x2.5mm2 + 1x2.5mm2 earth wire.

3. 2x4mm2 + 1x4mm2 earth wire.

4. 2x6mm2 + 1x6mm2 earth wire.

5. 2x10mm2 + 1x10mm2 earth wire.

S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 3 pin 5/6 amp modular socket outlet 5/6 amp modular switch, connection painting etc. as reqd.

S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 6 pin 15/16 and 5/6 amp modular socket outlet 15/16 amp modular switch, connection painting etc. as reqd.

S/F brass batten/angle holder i/c connection etc. as reqd.

S/F 48" Sweep (1200mm) A.C Ceiling fan complete with down rod, canopy,3(three) blades but without regulator etc. as reqd. (make Bajaj/Usha or similar).

S/F steped type electronic fan regulator on the existing modular plate switch box i/c connection but excluding modular plate etc. as reqd.

S/F of 305mm sweep exhauset fan complete with all accessories i/c connection etc. as reqd.

P/F 2 way single pole and neutral, sheet steel MCCB distribution board, 240V on surface / recessed complete with tinned copper bus bar neutral bus bar, earth bar, din bar detachable gland plate, interconnection, phosphatized and powder painted including earthing etc. as reqd. (but without MCB/RCCB/Isolator).

P/F8 way, (2+8 way) single door single pole and neutral, prewired, sheet steel MCB distribution board, 240V on surface / recessed complete with loose wire box, terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnection, including poweder coatede painting, earthing etc. as reqd. (but without MCB/RCCB/Isolator).

P/F 40 amp. four pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

P/F 63 amp. four pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

P/F 5 amp. to 32 amp. rating 230V 'B' series MCB for lighting and other load of single pole in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

Fabrication of control panel board by 16 gauge steel sheet, along with components mounting, making strip wiring auxiliary components, wiring all over the panel i/c fixing charge, painting etc. as reqd.

Indicating Lamp

Voltmeter range 0-500 volts.

Ammeter range 0-200 volts.

Current transformer coil range 0-200 amp.

Hinges for panel door

Panel door locks.

P/F 200A TP & N dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks H.R.C. fuses including drilling holes in thecubicle panel board, making connection as reqd.

P/F bus bar chamber with 4 strip scopper bus bar of length 300mm suitable for 200A capacity complete with all accessories i/c connection earthing the body etc as reqd.

P/F 400A TPN stand ground on load change over switch (Compact design) 415/500 V including connection etc. as reqd.

P/F of lightning conductor finial made of 25mm dia. 300mm long copper tube having single prong at top with 85mm dia. 3mm thick copper base plate i/c holes etc. coplete as reqd.

Earthing with Copper earth Plate 600mmx600mmx6mm thick i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd.

Extra for using salt and charcoal for G.I. or copper plate earth electrode as reqd.

P/F earth bus of 25mmx5mm copper strip on surface or in recessed for connection etc. as reqd.

Providing and fixing copper tape 20mm x 3mm thick on parapet or surface of wall for lightning conductor as reqd. (for horizontal run).

Providing and fixing copper tape 20mm x 3mm thick on parapet or surface of wall for lightning conductor as reqd. (forvertical run).

Supply of 50mm2 4-core PVC/XLPE insulated heavy duty armoured cable 1.1KV grade.

Laying of 1 no. PVC insulated PVC sheathed power cable of 1.1KV grade of size not less than 25mm2 but not exceeding 120mm2 direct in ground i/c excavation, sand cushioning, protective covering and re-filling the trench etc. as reqd.

S/F 12W LED bulb.

S/F Surface mounting full lit luminaire with uniform illumination long lige & less maintenance , 18W 1ft x 1ft size i/c connection etc as reqd.

S/F 20W basic purpose surface and wall mounted LED batten with powder coated aluminium housing & integrated electronic driver with THD<10% i/c connection etc as reqd.

.S/F 80W flood light made up of pressure die cast aluminium housing with toughened glass and high power LEDs and secondary lenses with IP66 protection i/c connection etc as reqd.

Charges for External Power Supply connection i,e, security depost and connection chargeto be based on actual bill

Charges for External Water Supply connection i.e, Security deposit and payment for six months bill to be based on actual bill

Expenditure for advertisement for Tender to be based on actual bill

Haobam Joychandra Singh (BID ID -8262)