Construction of 1 Unit of Doctor Quarter at Bengtol CHC under Chirang District.TN_608

Amount

Doctor Quarter Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:3:6 (1 Cement:3 coarse sand (zone-III) : 6 graded stone.

Steel reinforcement for RCC work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 5.22 C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.

Form Work 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.

Form Work 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Form Work 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

Form Work 5.9.19 Weather shade, Chajjas, corbels etc., including edges.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III):3 graded stone aggregate 20mm nominal size).

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : 6.2.1 Cement mortar 1:4 (1 cement:4 coarse sand).

Supplying amd filling in plinth with sand under floors, including watering, ramming, consolidation and dressing complete.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III):3 graded stone aggregate 20mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement:1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size).

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).

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS:2222 in superstructre above plinth level up to floor five level in cement mortar 1:6 (1 cement:6 coarse sand): 6.3.2 With Modular bricks

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes

Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1) 1.00mm thick with zinc coating not less than 275 gm/m2

Providing ridges or hips of width 60cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m2

15mm cement plaster on rough side of single of half brick wall of mix: 13.5.1 1:4 (1 cement:4 coarse sand)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately): 21.1.1 for fixed portion 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron).

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc.with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5mm thickness (weight not less than 12.50 kg/sqm)

Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade I type II, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.

Providing and fixing factory made P.V.C door frame of size 50x47mm with awall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturer's specification and dirction of Engineerin-Charge.

24mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24mm and wall thickness 2mm (+ 0.2mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20mm and 1mm (+ 0.1mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24mm and 2mm (+0.2mm) wall thickness, fixed to the shutter styles by means of plastic/glavanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620mm, having over all thickness of 20mm and 1mm (+ 0.1mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).

Providing and fixing M.S. grills or required pattern in frames of windows 9.48.1 Fixed to steel windows by welding

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. 11.41.2 Size of the Tile 600x600mm

Providing and fixing 1st 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 12mm 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 1st 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 12mm 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.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120gms/sqm (both side inclusive) as per IS:277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200mm centre to centre, to which the ceiling sectiong 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermaediate chennel with connecting clips made out of 2.64mm dia x 230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25mm at 230mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter chennels suitably. 12.45.1 12.5mm thick tapered edge gypsum plain board conforming to IS:2095-(Part-I): 2021 (Board with BIS certification marks).

15mm cement plaster on rough side of single of half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)

Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: 13.98.1 One or more coats on old work.

Finishing walls with Acrylic Smooth exterior paint of required shade: 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 sqm).

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and ground with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Sanitary Installation for Doctor Quarter Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm 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: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580 x 440mm with integral type foot rests.

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively.

Steel reinforcement for RCC work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 18.7.3 25mm nominal outer dia Pipes

18.7.2 20mm nominal outer dia Pipes

18.7.1 15mm nominal outer dia Pipes

Providing and fixing PTMT urinal cock of approved quality and colour. 17.76.1 15mm nominal bore, 80mm long, 42mm high and 30mm

Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630x450mm with a pair of 15mm C.P. brass pillar taps

Providing and fixing C.P. brass shower rose with 15 or 20mm inlet: 18.22.1 100mm diameter

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : 18.12.7 65mm dia nominal bore

Providing and fixing stainless steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40mm, including painting of fittings and brackets, cutting and making good the walls wherever required: 17.10.2 Kitchen sink without drain board Supplying and filling in plinth with sand under floors.

Construction of Septic Tank Earth work in excavation by mechanical means (Hydraulic excavator)/manual over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:3:6 (1 Cement:3 coarse sand (zone-III) : 6 graded stone.

Steel reinforcement for RCC work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.

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

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement: 4 coarse sand).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources).

15mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement:4 coarse sand).

Calculation of Over Head Storage PVC Tank Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. 2.6.1 All kind of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:3:6 (1 Cement:3 coarse sand (zone-III) : 6 graded stone.

Steel reinforcement for RCC work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 5.22 C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.

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

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

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

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III):3 graded stone aggregate 20mm nominal size).

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement: 4 coarse sand).

Supplying amd filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement. 5.2.2. 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size).

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).

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS:2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement:6 coarse sand): 6.3.2 With Modular bricks

15mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement:4 coarse sand).

62mm thick cement concrete flooring with concrete hardener topping, under layer 50mm thick cement 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix:2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and 10.5.1 Using M.S. angles 40x40x 6mm for diagonal braces

Finishing walls with Acrylic Smooth exterior paint of required shade: 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 sqm).

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 18.9.5 40mm nominal outer dia Pipes.

18.9.4 32mm nominal outer dia pipes

18.9.3 25mm nominal outer dia Pipes

Providing and fixing brass stop cock of approved quality: 18.16.2 20mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking.

Boring with 100mm diameter casing pipe for hand pump/tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested: 18.42.1 Up to 6 metres depth.

Providing and placing in position filters of 40mm diameter G.I. pipe.

Providing and fixing to filter and lowering to proper levels 40mm G.I.

Providing and placing in position hand pump of approved quality for.

Brick Boundary Wall of 1.50M Height with Gate. Providing Eencing Boundary wall with RCC post of 150mm x 150mm size from plinth of 1500mm height. The beam of 200mm x 200mm size including painting etc. completed as directed by the deptt. Considering 10.00m length of Boundary wall with RCC post at an interval of 2.50 C/C.......................completed as directed by the Department. 1. Total Length of Boundary Wall.............. Deduct i) Double leaf Iron Gate 1 Nos. = 1 x 5.00 ii) Single leaf Iron Gate 1 Nos. = 1 x 1.50

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. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. i) Double leaf Iron Gate 1 Nos. = 1 x 5.00 ii) Single leaf Iron Gate 1 Nos. = 1 x 1.50

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:3:6 (1 Cement:3 coarse sand (zone-III) : 6 graded stone.

Steel reinforcement for RCC work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 5.22 C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size).

15mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand).

Finishing walls with water proofing cement paint of required shade: 13.44.1 New work (Two or more coats applied @ 3.84 kg/10sqm).

Finishing walls with Acrylic Smooth exterior paint of required shade: 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 sqm).

Approach road with Side Protection Preparation of sub-base road pavement with commercial dry lime (slaked), fly ash stabilised soil with a mix of 3% lime, 12% fly ash and 85% local suitable soil by weight, so as to achieve minimum field C.B.R. of 20, including mixing, rolling with road roller curing etc. all complete. 16.51.1 Minimum thickness 15cm

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specification and directions of Engineer-in-charge.

Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:3:6 (1 Cement:3 coarse sand (zone-III) : 6 graded stone.

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement: 4 coarse sand).

15mm cement plaster on rough side of single or half brick wall of mix : 13.5.1 1:4 (1 cement: 4 coarse sand)

Raising Low Sites Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer-in-charge.

Electrical Work Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.3.1 Group A

1.3.2 Group B

1.3.3 Group C

Wiring for light/power plug with 2x4 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit along with 1 No. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed steel conduit as required. 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire

2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire

2 x 4 sq.mm + 1 x 4 sq.mm earth wire

2 x 6 sq.mm + 1 x 6 sq.mm earth wire

Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 1.20.1 20mm

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 inlcuding painting etc. as required. 1.22.1 75mm x 75mm x 60mm deep

1.22.2 100mm x 100mm x 60mm deep

1.22.3 150mm x 75mm x 60mm deep

Supplying and fixing following piano type switch/socket on the existing switch box/cover including connections etc. as required. 1.23.1 5/6 amps switch

1.23.3 15/16 A switch

1.23.4 3 pin 5/6 A socket outlet

1.23.6 pin 15/16 A socket outlet

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.

Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.

Supplying and fixing following size/modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. 1.27.1 1 or 2 Module (75mm x 75mm)

1.27.2 3 Module (100mm x 75mm)

1.27.5 6 Module (200mm x 75mm)

1.27.6.8 Module (125mm x 125mm)

1.27.7 12 Module (200mm x 150mm)

Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 1 or 2 Module

3 Module

4 Module

6 Module

8 Module

12 Module

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/racess, 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) 2.3.1 6 way, Double door

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 2.4.1 4 way (4 + 12), Double door

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

Double pole

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A

Earthing with G.I. earth pipe 4.5 metre long, 40mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/cock and salt as required.

Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required.

Supplying with fitting fixing of AC ceiling fan complete with all accessories like down rod, canopy etc.1200mm sweep (Usha/Bajaj) make.

Supplying with fitting fixing of AC exhaust fan. 300mm sweep (Usha/Bajaj) make.

Supplying with fitting fixing of 20 Watt LED tube light luminaries.

Supplying with fitting fixing of 9 Watt LED bulb luminaries.

Supplying with fitting fixing of 1 HP single phase Mono block water motor pump set.

Payment to be made to APDCL authority for Load security and cost of Energy Meter (Rate as per C.E. approved)

Cost of three phase Energy Meter (Rate as APDCL SOR 2023)

Plantation Digging and preparation of pits of size 1m x 1m and depth 1m for tree species including disposal of rejected soil if any upto a lead of 50-70m & plant nutrients like farmyard manure, red earth etc. as necessary for the healthy growth of the particular species all complete and as per instruction of Project Manager. (Fresh Earth will be supplied by CMGL)

Digging and preparation of pits of size 0.6m x 0.6m & depth 0.75m for shrub species including disposal of rejected soil if any upto a lead of 50-75m and plant nutrients like farmyard manure, red earth etc. as necessary for the healthy growth of the particular species all complete and as per instructions of Project Manager. (Fresh Earth will be supplied by CMGL)

Ground preparation of creeper species for planting in planters of depth 0.7m and Dia. 0.4m below trellis, including plant nutrients like farmyard manure, red earth etc. as necessary for the healthy growth of the particular species all complete as per instructions of Project Manager. (Fresh Earth will be supplied by CMGL)

Ground preparation for ground cover species for planting in planters on deck level, plant nutrients like farmyard manure, red earth etc. as necessary for the healthy growth of the particular species all complete as per instructions of Project Manager. (Fresh Earth will be supplied by CMGL) a. Planter of depth 0.5M and Dia.0.5M

b. Planter of depth 0.7M and Dia.0.7M

c. Planter of depth 0.5M, width 0.2M and length 72.0M

Digging and preparation of beds of depth 0.3M and of desired shape for ground cover species including disposal of rejected soil if any upto a lead of 50-75m & plant nutrients like farmyard manure red earth etc. as per instructions of Project Manager. (Fresh Earth will be supplied by CMGL)

PREMJIT BORO

Jamidar Narzary