Construction of Office Building at Khoirabari Municipal Board, Udalguri. (TN_02_45)

Amount

MAIN BUILDING 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 upto 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.

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering-All work up to plinth level: 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size

5.22 Steel reinforcement for R.CC Work inluding sraitaning, cutting and bending placing in position and binding all complate up to plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars

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

5.9.7 Stairs, (excluding landings) execpt spiral staircases

5.1 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 1:5:3 (1 cement: 1.5 coarse sand (zone-III) 3 graded stone aggregate 20 mm nominal size

5.2 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 20 mm nominal size

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 andings,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 20 mm nominal size).

6.1 Brick work with common burnt clay F.P.S. (non nodular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 ( 1 cement :4 coarse sand)

6.13 Half brick masonry with common burnt clay FPS. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar l:4 (1 cement :4 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 dush fastener shall be paid for separalely). 9.1.1 Second class teak wood

9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters

9.9 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick fioat glass panes, including ISl marked M.S. pressed butt hinges bight finished of required size with necessary screws. 9.9.1 Second class teak wood 9.9.1.1 35 mm thick

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complate

12.1 Providing corrugated G.S. shcet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mn 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. 12.13 0.63 mm thick with zinc coating not less than 275 gm/ m2

13.4 12 mm cement plaster of mix 13.4.2 1:6 (1 cement : 6 coarse sand)

13.5 15 mm cement plaster on rough side of single or half brick wall of mix 13.5.2 1:6 (1 cement : 6 coarse sand)

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc, with M.S. lats, square or round bars etc, including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding

2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not excecding 20 cm in trenches, plinth, sides of foundation etc. complete

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

11.41 Providing and laying virified 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 l:4 (1 cement :4 coarse sand). jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pignents etc., complete. 11.41.2 Size of Tile 600x600 mm

11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of lst quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar l:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg Sqm inchuding grouting the joints with white cement and matching pigments ete. complete.

8.31 Providing and fixing Ist quality ceramic glazed wall tiles conformíng 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 skírting, risers of steps and dados, over 12 mm thick bed of cement mortar l:3 (l 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.

9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +lmm), with wall thickness 2.0 mm (+0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (+ 0.l mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineerin-charge 9.117.l Extruded section profile size 48x40 mm

9.118 Providing and fixing to existing door frames. 9.118.1 24 mm thick factory made PVC door shuters made of styles and rails of a upVC hollow section of size 59x24 mm and wall thickness 2 mm (+ 0.2 mm) 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 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and l mm (+ 0.l mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size l00x24 mm and 2 mm (t 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. U cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and l mm (+ 0.l mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm 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).

13.9 Cement plaster l:3 (l cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster

4.17 Making plinth protection 50mm thick of cement concrete 13:6 (1 cement :3 coarse sand (Zone Ill) :6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing finishing the top smooth.

13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

13.41 Distempering with oil bound washable distempcr of approved brand and manufacture give an even shade: 13.41.1 New work (two or more coats) over and including water thinnable prtming coat with cernent primer

13.43 Applying one coat water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer

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

13.50 Applying priming coat 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood).

13.48 Finishing with Deuxe Multí surface paint system for interiors and exteriors using Primer specifications : 13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/ 10sqm of approved brand and manufacture

9.96 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: 9.96.2 250x16 mm

9.97 Providing and fixing aluminium tower bolts, ISl 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: 9.97.2 250x10 mm

9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gade AC 10 as per (IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 9.100.1 125 mm

Sanitary 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china lushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISl matked white solid plastic seat and

17.7 A Providing and fixing wash basin with C.l. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer

17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. Brass Screws and washers complete.

18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arangements, weighing not less than 106 gms.

17.73 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. 17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms

17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729

17.35 Providing and fixing soil, waste and vent pipes : 17.35.2 75 mm diameter: 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729

17.36 Providing and filing the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement: 2 fine sand) in S.C.I/C.I. Pipes: 17.36.2 100 mm dia pipe

17.36 Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement: 2 fine sand) in S.C.I/C.I. Pipes: 17.36.1 75 mm dia pipe

18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.2 Rectangular type with openable circular lid 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating

19.32 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. 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Construction of Septic Tank (100 users) 2.8 Earth work in excavation by mechanical neans (Hydraule exeastr) /manual mans in foundation trenches or drains (not excecding 1.5 m in width or 10 sqm on plan). including dressing of sicdes and ramming of bottoms. lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds ol soil

11.2 Dry brick on edge flooring in required pattern with bricks of class designation7.5 on bed of 12 mm mud mortar, including filling joints with Jamuna sand. with common burnt clav non modular bricks

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering-All work up to plinth level: 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size

5.22 Steel reinforcement for R.CC Work inluding sraitaning, cutting and bending placing in position and binding all complate up to plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.9 Centering and shuttereing including strutting, propping etc. and removal of form for: 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9.3 Suspended foors, roofs, lndings, balconies and access platform

5.1 Providing and laying in position spccificd grade of reinforced cement concrete. cxcluding the cost of centering, shuttering. finishing and reinforcement- All work up to plinth levcl: 5.1.3 1:2:4 (1 cement:2 coarse sand (zone ll):4 graded stone aggregate 20 mm nominal size)

6.1 Brick work with common hurnt clay F.P.S. (non modul.ar) bricks of class designation 7.5 in foundation and plinth in 6.1.1 cement mortar 1:4 (1 cement: 4 coarse sand)

6.12 Half brick masonry wih common hurnt clay FP.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: 6.12.2 ccment mortar I:4 (1 cement: 4 coarse sand)

13.4 12 mm cement plaster of mix 13.4.2 1:6 (1cemnt: 6 corse sand)

13.9 Cement plaster 1:3 (1cement: 3 coarse sand) finished with a floating cot of neat Cement. 13.9. 1 12 mm cement plaster

19.18 Supplying and fixing Cl. cover without frame for manholes 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58

Water Supply Works 18.42 Boring with 100 mm 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 : 18.42.3 Beyond 12 m and up to 18 m depth

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.7 62.50 mm nominal inner dia Pipes

18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.

23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

18.48 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.

18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.5 40 mm nominal outer dia Pipe.

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m 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 walls etc. 18.8.3 25 mm nominal outer dia Pipes.

18.8.1 15 mm nominal outer dia Pipes.

18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 18.52.1 15 mm nominal bore

18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.1 15 mm nominal bore

17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia

18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.3 25 mm nominal bore.

ICBP Pavement 16.3 Supplying and stacking at site. 16.3.9 Good earth

16.2 Extra for compaction of earth work in embankment under optimum moisture condition to give at least 95% of the

16.78 Constrction of granular sub base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, cariage of mixed material by tippers to work site, for all leads & Iits. spreading in unifom layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complate as per specification and

16.3 Supplying and stacking at site. 16.3.7 stone screeing 11.2 mm nominal

16.4 Laying, spreading and compacting stonel aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, roling with 3 wheeled road/vibratory rolle 8-10 tonne capacity in stages to proper grade and camber, applying and brooming

16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick Compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate

Smart Fencing 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 upto 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.

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering-All work up to plinth level: 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size

5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22.1 Mild steel and Medium Tensile steel bars

5.9 Centering and shuttereing including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. For mass concrete

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

5.1 Providing and laying in position spccificd grade of reinforced cement concrete. cxcluding the cost of centering, shuttering. finishing and reinforcement- All work up to plinth level: 5.1.3 1:2:4 (1 cement:2 coarse sand (zone ll):4 graded stone aggregate 20 mm nominal size)

6.1 Brick work with common burnt clay F.P.S. (non nodular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 ( 1 cement :4 coarse sand)

13.4 12 mm cement plaster of mix 13.4.2 1:6 (1 cement : 6 coarse sand)

16.71 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.

10.25 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

13.43 Applying one coat water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer.

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

Iron Gate Including Side Post 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 upto 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.

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering-All work up to plinth level: 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size

5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22.1 Mild steel and Medium Tensile steel bars

5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars

5.9 Centering and shuttereing including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. For mass concrete

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

5.1 Providing and laying in position spccificd grade of reinforced cement concrete. cxcluding the cost of centering, shuttering. finishing and reinforcement- All work up to plinth level: 5.1.3 1:2:4 (1 cement:2 coarse sand (zone ll):4 graded stone aggregate 20 mm nominal size)

5.2 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 ot centering, shuttering, finishing and 5.2.2 1:1.5:3 reinforcement: (1 cement : 1.5 coarse sand(zone-III) :3 graded stone aggregate 20 mm nominal size)

10.25 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

Supply Desktop PC inter i5 processor 4 GB DDR4 ram 1 Tb HDD

Comercial Xerox machine with sabilizer 2 KVA

Steel Rack (78X36X15")

Visitors Chair (3 seater)

Steel chair with arm

Sectratariat table (60X60X24")

Revolving Chair

Nilkamal Computer table(36X24)

Hp laser jet Printer

Luminous inverter with battery and cover (200 AH)

Steel almirah (78X38X18") Brand Godraj

Xerox Paper A4 size 70 GSM

SITE DEVELOPMENT 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not excecding 20 cm in trenches, plinth, sides of foundation etc. complete

ELECTRICAL WORK 1.10:- 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 Gl box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core etc. as required. 1.10.1 Group A

1.10.2 Group B

1.14:- Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.2 2 x 2.5. sq. mm + 1 x 2.5 sq. mm earth wire.

1.14.3 2 x 4 sq. mm + 1 x 4 sq. mm earth wire

1.14.4 2 x 6 sq. mm + 1 x 6sq. mm earth wire

1.24:- Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6 A switch.

1.24.3 15/16 A switch

1.24.4 3 pin 5/6 A socket outlet

1.24.5 6 pin 15/16 A socket outlet

1.27:- Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.2 3 Module (100mmX75mm).

1.27.4 6 Module (200mmX75mm)

1.33:- Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.

1.50:- Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1.50.1 Upto 450 mm sweep

1.58:- Supplying and fixing PVC batten/ angle holder including connections etc. as required.

2.3:- Supplying and fixing following way, single pole and neutral, shee steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 2.3.2 8 way, Double door.

2.10:- 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. 2.10.1 Sing pole.

2.10.3 Double pole

2.14:- Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.14.2 40 A

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

5.17:- Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.

19.1 :- Supply installation, testing and commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Curront (BLDC) Motor, class of insulation B, 3nos. Blades, 30 cm long down rod, 2 nos/ canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9 Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS: 374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.) insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC. Supply, earthing etc. Complete as required.

1.31:- 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 A modular socket outlet and 5/6 A modular switch, connections etc. as required.

1.32:- 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 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

7.1:- Laying of one number PVC insulated and PVC sheathed/ XL power cable of 1.1 KV grade of following size direct in grol including excavation, sand cushioning, protective covering and refilling the trench etc as required. 7.1.1 UIp to 35 sq. mm

MR-1:- Supplying including fitting fixing of 18 W Slim LED batten with polycarbonate round-shape diffuser. Grey end cap, housing is an ideal replacement solution for existing battens/fluorescent lamps with elegantly designed end caps etc. As required and directed by the Deptt.

MR-2:- Supplying with including fitting fixing of ADORE LED PLUS 9 W/10W. Etc. As directed by the Deptt.

MR-3 :- Supplying and fitting fixing 2 H.P. Single phase Centrifugal Mono block Pump set sync speed 2900 rmp. Model No. KDS- 213 with DOL Starter Control & switch gear (/ BCH/L&T/Siemens/ equivalent make). With all accessories complete as required and as directed by the department.

MR:- 4-Sl. No. 496. Material code 200237 HSN Code. 9028 1 phase 2 wire whole current pre-payment energy meter 240V, 10-60 A Class 1.0 along with freedom unit and 10 m 4 - core telephone wire

MR -5- Supply of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminum conductor up to 10 sqmm, balance stranded conductor, XLPE, In sulated, cores laid up, PVC tape inner sheathed Armoured (Aluminum wire for single core up to 70 sq. Mm, balance Aluminium strip, Glavanised wire for cables up to 2 x 10 sq. Mm, 3 x 10 sq. Mm, 4 x 6 sq. Mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100 V grade as per IS 7908 (part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR, or equivalent make as approved by this Deptt.) 10.00 mm2 2 core U.G. Cable

MR-6 :- Supplying with including fitting fixing of Exhaust Fan etc. As directed by the Deptt.

MR - 7:- Supplying with fitting & fixing of 5 MP IP Bullet Camera etc. As required and as directed by the Deptt. (Make:- Hikvision, CP Plus, Bosch, Honeywell etc.)

MR - 8:- Supplying with fitting & fixing of 8 Channel Giga POE Switch for CCTV Camera etc. As required and as directed by the Deptt. (Make:- Digisol, Hikvision, CP Plus, Bosch, Honeywell etc.)

MR - 9:- Supplying with fitting & fixing of HDD Seagate 6 TB HDD Surveillance etc. As required and as directed by the Deptt. (Make:- Seagate, Hikvision, CP Plus, Honeywell etc).

MR-10:- Supplying and installation of Server Rack etc. As required and as directed by the Deptt.

MR – 11:- Supplying including laying of outdoor use 6-Core Optical Fibre Cable (OFC) etc. As required and as directed by the Deptt. (Make:- CP Plus, Finolex, D-Link etc)

MR-12:- Supplying, installation and Commission of Sony make- 32 Inch LED Full HD TV' complete with making necessary connection etc. As required and as directed by the deptt.

MR-13:- Supplying and fitting fixing of luminous Inverter set made of Energy solution business as required and specified and directed by Deptt.

MR-14:- Supplying, installation of INVAMASTER (IMST 1500) battery (for Inverter) made of Exide battery 200 Ah life long tubular battery as specified and directed by the deptt.

MR-15:- Supplying installation, testing and commissioning of 20 watt solar two in one (Semi integrated) LED Street light system with mt Tubular pole etc. As required and directed by the deptt (Make-Surya, Bajaj Crompton Havells as equivalent).

Payment to be made to the APDCL Authority for load Security.

Sri Sanswrang Bargayary (BID ID -272512)

Kemendra Kr Brahma (BID ID -272514)