Construction of Dhamdhama ICDS Project, Assam type Office such as CDPO Room, Supervisors Room, Stall Room, Meeting Hall, Godown, Electrification, Water Supply, Sanitation etc. under Women and Child Development Department.TN_617

Amount

Construction of A-Type Office Building Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil

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

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

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

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.

Centering and shuttering 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.

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 : 5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size).

Reinforcement cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillers, 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).

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

Half Brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: 6.13.2 Cement mortar 1:4 (1 cement : 4 coarse sand).

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 lugs or dash fasteners shall be paid for separately). 9.1.1 Second class teak wood

Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply vennering with vertical grains or cross bands and face veneers on both faces and shutters. 9.20.1 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Providing and fixing MS Tubular frames doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60mm thick MS Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.15.1 Fixing with 15x3 mm lugs 10cm long embedded in cement concrete block 15x10x10cm of CC 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size).

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerence U+ 1mm) with wall thickness 2.0mm (+ 0.2mm), 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 MS tube of size 19x19 mm and 1mm (+ 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-charge. 9.117.1 Extruded section profile size 48x40 mm

Providing and fixing to existing door frames. 9.118.1 24mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2mm (+ 0.2mm) with inbolic edging on both sides. The styles and rails mitred and joint at the corners by means of MS galvanised/ Plastic brackets of size 75x220mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforceed by inserting galvanised MS tube 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/ galvanised MS '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 MS 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 & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with. 10.30.1 4.0 mm thick glass panes

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

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

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

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. 10.16.3 Electric resistance or induction butt welded tubes

Providing corrugated GS sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and GI limpet washers or with GI 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. 12.1.3 0.63mm thick with zinc coating not less than 275 gm/m2

Providing ridges or hips of width 60 cm overall width plain GS sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia GI limpet and bitumen washers complete. 12.4.2 0.63mm thick with zinc coating not less than 275 gm/m2

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

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, 300mm apart including drilling 12mm 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 EC 20% with 1% concentration

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 Sizes of Tile 600x600 mm

Providing and laying rectified Glazed ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours White Ivory, Grey, Fume Red Brown, 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.

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.

Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12mm cement plaster.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections power pressed from MS sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS:277 and consisting of angle cleats of size 25mm wide 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 hanges of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate GI channels 45x15x0.9 mm running at the spacing of 1200mm centre to centre..........all complete as per drawings specification and direction of the Engineer-in-chharge but excluding the cost of painting with. 12.45.1 12.5mm thick tapered edge gypsum plain board conforming to IS:2095 (Part I): 2011 (Board with BIS certification marks).

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 grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth.

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

Distempering with oil bound washable distemper of approved brand and manufacturer to give an even shade. 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer.

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

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

Finshing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat preparation of surface, etc. complete. 13.52.1 On steel work

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 250x16mm

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. 9.97.2 250x10mm

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

Construction of Godown Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil

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

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

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

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.

Centering and shuttering 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.

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 : 5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size).

Reinforcement cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillers, 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).

Brick work with common burnt clay FPS (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Half Brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: 6.13.2 Cement mortar 1:4 (1 cement : 4 coarse sand).

Supplying and fixinf rolling shutters of approved make, made of required size MS laths, interlocking together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets side guides and arrangement for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 part and MS top cover of required thickness for rolling shutters. 10.6.1 80x1.25mm M.S lathas with 1.25mm thick top cover

Providing and fixing MS Tubular frames doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60mm thick MS Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.15.1 Fixing with 15x3 mm lugs 10cm long embedded in cement concrete block 15x10x10cm of CC 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with. 10.30.1 4.0mm thick glass panes

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

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

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

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. completed. 10.16.3 Electric resistance or induction butt welded tubes

Providing corrugated GS sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and GI limpet washers or with GI 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 wherver required. 12.1.3 0.63mm thick with zinc coating not less than 275 gm/m2

Providing ridges or hips of width 60 cm overall width plain GS sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia GI limpet and bitumen washers complete. 12.4.2 0.63mm thick with zinc coating not less than 275 gm/m2

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

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, 300mm apart including drilling 12mm 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 EC 20% with 1% concentration

62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 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 manufacturer's specification. This includes cost of cement slurry but excluding the cost of nosing of steps etc. complete sqm 928.65

Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12mm cement plaster.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections power pressed from MS sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS:277 and consisting of angle cleats of size 25mm wide 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 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate GI channels 45x15x0.9 mm running at the spacting of 1200mm centre to centre..........all complete as per drawings specification and direction of the Engineer-in-chharge but excluding the cost of painting with. 12.45.1 12.5mm thick tapered edge gypsum plain board conforming to IS:2095 (Part I): 2011 (Board with BIS certification marks).

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 grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth.

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

Distempering with oil bound washable distemper of approved brand and manufacturer to give an even shade. 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer.

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

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

Finshing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specification including appropriate priming coat preparation of surface, etc. complete. 13.52.1 On steel work

Sanitary and Watersupply works: Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement 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:

Providing and fixing wash basin with C.I. brackets, 15mm 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 550x400mm with a 15mm CP Brass single hole Basin mixer

Providing and fixing 600x450mm beveled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

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

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1 450mm long towel rail with total length of 495 mm, 78mm wide and effective height of 88mm, weighing not less than 170 gms.

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

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

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: 17.36.2 100mm dia pipe

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 75mm dia pipe

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

Making soak pit 2.5m diameter 3.0 metre deep with 45x45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100mm diameter, 1.8 m long complete as per standard design 19.32.1 with common burnt clay FPS (non modular) bricks of class designation 7.5

Construction of Septik Tank: 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.

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 mdular) bricks of class designation 7.5

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

Steel reinforcement for RCC work including straightening, cutting, bending palcing in position and binding upto plinth level. 5.22.6 Thermo Mechanically Treated bars of grade Fe-500D or more.

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

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

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. 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).

Brick work with common burnt clay FPS (non modular) bricks of class designation 7.5 in foundation and plinth in. 6.1.1 Cement Mortar 1:4 (1 cement : 4 coarse sand)

Half brick masonary with common burnt clay FPS (non modular) bricks of class designation 7.5 in foundations and plinth in: 6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand)

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

Cement plaster 1:3 (1 cement : 3coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster

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

Iron Work of Water Tank Stage: 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.

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 mdular) bricks of class designation 7.5

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level. 4.1.5 1:3:6 (1 cement : 3 coarsesand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural surces)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level. 4.1.5 1:2:4 (1 cement : 2 coarsesand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural surces)

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 smilar works.

Water Supply Work: Boring with 100mm diameter casing pipe for hand pump/ tubewell in all soils except ordinary hard works requiring blasting including removing the casing pipe after the hand pump/ tube well is lowered and tested. 18.42.3 Beyound 12m and upto 18 m depth.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threated 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 18.9.5 40mm nominal outer dia Pipes.

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

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.

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.

Providing and fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threated fittings, including fixing the pipe with clamps at 1.00m 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 18.7.5.40mm nominal outer dia pipe

Providing and fixing Chorinated 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 1.00m 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 walls etc. 18.8.3 25mm nominal outer dia Pipes

18.8.1 15mm nominal outer dia Pipes

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

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

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

Construction of Iron Gate: 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.

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 mdular) bricks of class designation 7.5

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

Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars

Steel reinforcement for RCC 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

Centering and shuttering 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.

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 : 5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size).

Reinforcement 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).

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 smilar works.

Internal 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 medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.8.1 Group A

1.8.2 Group B

1.8.3 Group C

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

Wiring for circuit/sub-main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 1.14.1 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire

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

1.14.9 4 x 6 sq.mm + 2 x 6 sq.mm earth wire

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

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 3 pin, 5 A ceiling rose on the existing junction box/wooden block including connections etc. as required.

Supplying and fixing brass batten/ angle holder including connection etc. as required.

Supplying and fixing call bell/buzzer suitable for single phase, 230 V, complete as required.

Supplying and fixing following capacity TP&N circuit breaker fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 2.1.1 32 A TP&N

Providing and fixing following rating and breaking capacity and pole MCCB with thermo magnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connection, etc. as required. 2.2.2 125 A, 16 KA, TPMCCB

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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). 2.3.3 12 way, Double door

Supplying and fixing of following ways, surface/recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required. (Note: Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 2.5.1 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. 2.10.1 Single pole

2.10.3 Double pole

Supplying and fixing following rating, four pole, 415V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.13.1 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.

Providing and fixing of lightning conductor finial, made of 25mm dia. 300mm long, G.I. tube, having single prong at tope, with 85mm dia. 6mm thick G.I. base plate including holes etc. complete as required.

Providing and fixing G.I. tape 20mm x 3mm thick on parapet or surface of wall for lighting conductor complete as required. (For horizontal run).

Providing and fixing G.I. tape 20mm x 3mm thick on parapet or surface of wall for lighting conductor complete as required. (For vertical run).

Supplying with fitting fixing of AC ceiling fan etc. as directed by the Deptt.

Supplying with fitting fixing of 20 Watt LED Tube Light etc. as directed by the Deptt.

Supplying with fitting fixing of Exhaust fan etc. as directed by the Deptt.

Supplying with fitting fixing of 9 watt LED bulb etc. as directed by the Deptt.

Supplying including installation, commissioning of vermin and dust proof totally enclosed, Phosphaised Powder Painted cubical Outdoor type floor mounting compartmentalize panel board of size 0.80 M (B) x 0.90 (H) x 0.40 (D) made of 16 SWG (1.66mm) thick C.R. sheet and 35mm x 35mm x 5mm size angle having 4 nos. legs at the bottom. The panel board is to be erected in 1:3:6 PCC foundation including brick soling/grounting etc. complete neatly wiring done with provision for one No.125A 4 Pole MCCB as incomer and outgoing as specified and directed by the department confirming to IP 43 protection comprising of the following electrical items: 1.30mm x 5mm 4 strip copper Bus-Bar 0.5 Length each. 2. Pilot Lamp with integral ckt. LED 110-230 V (Red, Yellow & Blue)- 3 Nos. (Incoming & Outgoing Switch Gear of reqd. rating will be measured and paid separately).

Supplying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminium conductor up to 10 sq.mm, balance stranded conductor, XLPE Insulated, core laid UP PVC tape inner sheathed, Armor (Aluminium wire for single core up to 70sq.mm, balance Aluminium strip, Galvanized wire for cable up to 2 x 10 sq.mm, 4 x 6sq.mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100V grad as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. 25.00 sq.mm. 3&1/2 core UG cable. (For service line).

Internal Electrical Work Godown 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 piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.8.1 Group A

1.8.2 Group B

1.8.3 Group C

Wiring for circuit/sub-main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 1.14.1 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire

1.14.2 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire

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

1.24.4 3 pin 5/6 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 3 pin, 5 A ceiling rose on the existing junction box/wooden block including connections etc. as required.

Supplying and fixing brass batten/angle holder including connection etc. as required.

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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). 2.3.3 12 way, 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. 2.10.1 Single pole

2.10.3 Double pole

Supplying and fixing following rating, four pole, 415V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.13.1 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.

Providing and fixing of lightning conductor finial, made of 25mm dia. 300mm long, G.I. tube, having single prong at tope, with 85mm dia. 6mm thick G.I. base plate including holes etc. complete as required.

Providing and fixing G.I. tape 20mm x 3mm thick on parapet or surface of wall for lighting conductor complete as required. (For horizontal run).

Providing and fixing G.I. tape 20mm x 3mm thick on parapet or surface of wall for lighting conductor complete as required. (For vertical run).

Supplying with fitting fixing of AC ceiling fan etc. as directed by the Deptt.

Supplying with fitting fixing of 20 Watt LED Tube Light etc. as directed by the Deptt.

Supplying with fitting fixing of Exhaust fan etc. as directed by the Deptt.

Supplying with fitting fixing of 9 watt LED bulb etc. as directed by the Deptt.

Supplying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminium conductor up to 10 sq.mm, balance stranded conductor, XLPE Insulated, core laid UP PVC tape inner sheathed, Armor (Aluminium wire for single core up to 70sq.mm, balance Aluminium strip, Galvanized wire for cable up to 2 x 10 sq.mm, 4 x 6sq.mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100V grad as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. 25.00 sq.mm. 3&1/2 core UG cable. (For service line).

Service Connection Erection of RCC/PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required. 11.1.3 Above .0 metre and upto 11.0 metre

Supplying and erection of stay set complete (galvanised) with 19/20 mm dia x 1.8 metres long stay rod, anchor plate of size 45cm x 45cm x 7.5mm, thimble, stay clamps, turn buckle (20mm x 60cm), 7/4.00mm dia G.I. stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling etc. as required.

Supplying of channel iron 75mm x 40mm x 6mm (7.14 kg per metre) cross arm for 2 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with primer and finished paint as required.

Supplying and erection of galvanised 'D' iron clamps complete with shackle insulator (75mm x 90mm), G.I. bolts, nuts and washers, coach screws etc. as required.

Erection of ACSR conductor of 7/2.11 mm to 7/3.00mm diameter including binding etc. as required.

Supplying and erection of 100mm x 65mm pin insulator complete with G.I. spindle and nuts etc. as required.

Payment to be mate to APDCL authority for load security, meter security and service connection charge etc.

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

Plantation works: Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for seperately) 2.14.1 Holes 1.2m dia and 1.2m deep

Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement morter 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonary as per design complete: 2.15.1 With common burnt clay F.P.S (non modular) bricks ofr class designation 5.0

Providing and stacking of Azadirachta indica (Neem) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge

Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge.

M/S DAORAI ENTERPRISE (BID ID -241114)