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| Sl. No. | Item Description |
| 1 | Civil works15.28 Dismantling roofing including ridges, hips, valleys and gutters., and stacking the material within 50 metres of:15.28.1 G.S Sheet |
| 2 | 15.28 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc.complete |
| 3 | 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. |
| 4 | 12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :12.51.1 Ridges plain (500-600mm) |
| 5 | 6.13 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.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) |
| 6 | 13.5 15 mm cement plaster on rough side of single or half brick wall of mix:13.5.1 1:4 ( 1 cement : 4 coarse sand) |
| 7 | 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications:13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 Itr/10 sqm . |
| 8 | 13.44 Finishing wall with water proofing cement paint of required shade13.44.1 New work ( Two or More coat @ 3.84 kg/10 sqm) |
| 9 | 12.45 Providing and fixing false ceiling at all height includingproviding and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required ength with nuts & bolts of required size and othe, end of angle hanger fixed with intermediate G.l. channels 15x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm 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 150 mm 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 channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 10 | 11.4 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 11 | 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).9.1.3 Kiln seasoned and chemically treated hollock wood |
| 12 | 9.6 Providing and fixing 35mm thick factory made laminated veneer lumber door shutter conforming to IS:14616 and TADS 15:2001 ( Part B ), fixing with butt hinges of required size with necesarry screws , all complete as per directions of Engineer-in-charge and panelling with panels of : ( None:- Butt hinges and necessary screws shall be paid separately)9.6.1 12 mm thick plain grade-1, medium density flat pressed three layer particle board FPT-1 or graded wood particle board FPT-1, IS:3087 marked, bonded with BWP type synthetic resin adhesive as per IS: 848 : |
| 13 | 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)9.5.2 klin seasoned and chemically treated hollock wood9.5.2.2 30mm thick shutters |
| 14 | 9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc.complete:9.55.1 125x65x2. 12 mm |
| 15 | 9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete9.66.1 125 mm |
| 16 | 9.63 Providing and fixing ISI marked oxidised M.S tower bolt black finish ( Barrel type ) with necessary screws etc complete.9.63.2 200x10 mm |
| 17 | 9.65 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws. Complete9.65.1 300x20x6 mm |
| 18 | 5.18 Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand ( zone-III): 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 ( 1 cement :3 fine sand) etc complete.excluding plastering of the jambs,sills and soffits.5.18.1 50 mm thick |
| 19 | Civil Works:New Office2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains over ( not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upyo 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 |
| 20 | 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 |
| 21 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 25 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 26 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 27 | 5.9.19 Weather shade, chajjas, corbels etc., including edges |
| 28 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 29 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 30 | 5.3 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 20 mm nominal size derived from natural sources). |
| 31 | 6.1 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 ) |
| 32 | 6.13 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.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) |
| 33 | 13.5 15 mm cement plaster on rough side of single or half brick wall of mix:13.5.1 1:4 (1 cement: 4 coarse sand) |
| 34 | 13.48 Finshing with Deluxe Multi Surface paint system for interiors and exteriors using Primer as per manufacturers specification:13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr / 10 sqm. |
| 35 | 13.44 Finishing walls with water proofing cement paint of approved brand and manufacture of required shade :13.44.1 New work (Two or more coat @ 3.84 kg/10m² ) |
| 36 | 2.25(a) Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. |
| 37 | 11.4 52 mm thick cement conerete fooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm shiek cement hardener consisting of mix cement 2 graded stone aggregate, 6mm 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, omm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This include cost of nosing steps etc.complete. |
| 38 | 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in posititon with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for seperately).9.1.3 Kiln seasoned and chemically treated hollock wood. |
| 39 | 9.6 Providing and fixing 35mm thick factory made laminated veneer lumber door shutter conforming to IS:14616 and TADS 15:2001 ( Part B ), fixing with butt hinges of required size with necesarry screws , all complete as per directions of Engineer-in-charge and panelling with panels of : ( None:- Butt hinges and necessary screws shall be paid separately)9.6.3 12 mm thick plain grade-1, medium density flat pressed three layer particle board FPT-1 or graded wood particle board FPT-1, IS:3087 marked, bonded with BWP type synthetic resin adhesive as per IS: 848 : and pre-laminated conforming IS : 12823, Grade-1, Type II marked: |
| 40 | 9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc complete:9.55.1 125x65x2. 12mm |
| 41 | 9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc complete :9.66.1 125 mm |
| 42 | 9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, ( Barrel type ) with necessary srews etc complete:9.63.2 200x10 mm |
| 43 | 9.65 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws. Complete9.65.1 300x20x6 mm |
| 44 | 13.48 Finshing with Deluxe Multi Surface paint system for interiors and exteriors using Primer as per manufacturers specification:13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr / 10 sqm. |
| 45 | 21.1 Providing and fixing aluminium work for doors, windows, ventilators and paratons 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 Junction i.e, at top, bottom and sides with required EPDM rubber/neprone gasket etc. Aluminium section shall be smooth beading 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): 121.1.I For fixed portion 21.1.1.2 Powder coated aluminium ( minimum thickness of powder coating 50 microns) |
| 46 | 21.2 For shutters of doors, windows & ventilators including providing md fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) 21.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron. |
| 47 | 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ nooprene 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): 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 48 | 9.48 Providing and fixing M.S. grills of required pattern in frames of windows ete. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 49 | 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: 13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/ 10 sqm over an under coat of primer applied @ 0.80 Itr/ 10 sqm of approved brand and manufacture |
| 50 | 5.18 Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand ( zone-III): 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 ( 1 cement :3 fine sand) etc complete.excluding plastering of the jambs,sills and soffits.5.18.1 50 mm thick |
| 51 | 10.16 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 |
| 52 | 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. |
| 53 | 12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :12.51.1 Ridges plain (500 - 600mm) |
| 54 | 12.45 Providing and fixing false ceiling at all height includingproviding and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required ength with nuts & bolts of required size and othe, end of angle hanger fixed with intermediate G.l. channels 15x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm 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 150 mm 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 channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 55 | Civil Works : Cycle stand2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains over ( not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upyo 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 |
| 56 | 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 |
| 57 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 58 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 59 | 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 60 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 61 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 62 | 5.9.5 lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 63 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from |
| 64 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 65 | 5.3 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 20 mm nominal size derived from natural sources). |
| 66 | 13.5 15 mm cement plaster on rough side of single or half brick wall of mix:13.5.2 1:4 (1 cement: 4 coarse sand) |
| 67 | 13.48 Finshing with Deluxe Multi Surface paint system for interiors and exteriors using Primer as per manufacturers specification:13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr / 10 sqm. |
| 68 | 13.44 Finishing walls with water proofing cement paint of approved brand and manufacture of required shade :13.44.1 New work (Two or more coat @ 3.84 kg/10m² ) |
| 69 | 2.25(a) Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. |
| 70 | 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes. |
| 71 | 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm( + 0.05 %) total coated thickness with zinc coating 120 grams per sqm IS: 277 , in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyster top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The steel shall be fixed using self drilling/self tapping screws of size (5.5 x 55 mm) with EPDM seal, complete upto 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. |
| 72 | Civil Works : Toilet2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains over ( not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upyo 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 |
| 73 | 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 |
| 74 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 75 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 76 | 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 77 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 78 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 79 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 80 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 81 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 82 | 5.3 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 20 mm nominal size derived from natural sources). |
| 83 | 6.1 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 ) |
| 84 | 6.13 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.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) |
| 85 | 13.5 15 mm cement plaster on rough side of single or half brick wall of mix:13.5.1 1:4 (1 cement: 4 coarse sand) |
| 86 | 13.48 Finshing with Deluxe Multi Surface paint system for interiors and exteriors using Primer as per manufacturers specification:13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr / 10 sqm. |
| 87 | 13.44 Finishing walls with water proofing cement paint of approved brand and manufacture of required shade :13.44.1 New work (Two or more coat @ 3.84 kg/10m² ) |
| 88 | 8.31 Providing and fixing Ist 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 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 89 | 2.25(a) Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. |
| 90 | 11.41A 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.11.41A.3 Glazed vitrified tiles Matt/ Antiskid finish of size11.41A.3.1 Size of Tile 600x600 mm |
| 91 | 10.16 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 |
| 92 | 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. |
| 93 | 21.1 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) :21.1.2 For fixed portion21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 94 | 21.2 Providing and fixing 12 mm 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 aliminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. |
| 95 | 9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc complete:9.55.1 125x65x2. 12mm |
| 96 | 9.66 Providing and fixing ISI marked oxidised M.S handles conforming to IS: 4992 with necessary screws etc.complete:9.66.1 125 mm |
| 97 | 9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, ( Barrel type ) with necessary srews etc complete:9.63.2 200x10 mm |
| 98 | 9.65 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws. Complete9.65.1 300x20x6 mm |
| 99 | 12.45 Providing and fixing false ceiling at all height includingproviding and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required ength with nuts & bolts of required size and othe, end of angle hanger fixed with intermediate G.l. channels 15x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm 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 150 mm 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 channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 100 | 5.18 Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand ( zone-III): 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing |
| 101 | Septic Tank2.8 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. |
| 102 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 103 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 104 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 105 | 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 106 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 107 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 108 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 109 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 110 | 5.3 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 20 mm nominal size derived from natural sources). |
| 111 | 6.1 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) |
| 112 | 6.13 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.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) |
| 113 | 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :13.7.1 1:3 (1 cement: 3 fine sand) |
| 114 | Sanitary Works:17.1 Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device( handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required17.1.1 White Vitreous China W.C.pan of size 580x440 mm with integral typefoot rests. |
| 115 | 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the wallswherever require:17.7.1 White Vitreous China Surgeon type wash basin of size630x450 mm with a pair of 15 mm C.P. brass pillar tapswith elbow including operated levers |
| 116 | 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, 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.Concealed work, including cutting chases and making good the walls etc.18.8.2 20 mm nominal dia Pipes metre |
| 117 | 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,rhis includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.18.9.5 40 mm nominal dia Pipes metre |
| 118 | 17.35 Providing and fixing soil, waste and vent pipes :17.35.1 100 mm dia17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 |
| 119 | 18.15 Providing and fixing brass bib cock of approved quality :18.15.2 20 mm nominal bore |
| 120 | 18.58 Providing and fixing PTMT grating of approved quality and colour.18.58.1 Circular type18.58.1.1 100 mm nominal dia |
| 121 | 18.55 Providing and fixing PTMT stop cock of approved quality and colour.18.55.2. 20 mm nominal bore, 89 mm long , weighing not less than 88 gms |
| 122 | 17.31 Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete. |
| 123 | Pluming Works:23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, bysuitable method prescribed in IS: 2800 (part I), including collectingsamples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per directionof Engineer-in-charge, upto 90 metre depth below ground level.23.1.1 All types of soil23.1.2.1 300 mm dia |
| 124 | 23.10 Supplying, assembling, lowering and fixing in vertical position in borewell, (ERW) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS : 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved paint of approved brand and manufacture, including required hire and labourcharges, fittings & accessories etc. all complete, for all depths, asper direction of Engineer -in-charge.23.10.1 100 mm nominal size dia having minimum wall thickness 5.00 mm |
| 125 | 23.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. |
| 126 | 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to thebottom of pipe assembly of tubewell as per IS:2800 (part I).23.15.1 100 mm dia |
| 127 | 18.12 Providing and fixing G.I pipes complete with G.I. fittings including trenching and refilling etc8.12.6. 50 mm dia nominal bore |
| 128 | 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVCplain & brass threaded fittings This includes jointing of pipes & fittingswith one step CPVC solvent cement, trenching, refilling & testing ofjoints complete as per direction of Engineer in Charge.18.9.6 50 mm nominal dia pipes |
| 129 | 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved qulaity18.17.4 50 mm nominal dia pipes |
| 130 | 18.90 Providing and fixing required Stainless Steel fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of engineer-in-charge.Elbow 90°18.90.6 For 48.60 mm outer dia pipe |
| 131 | 18.90A Providing and fixing required Stainless Steel fitting of press fit design of grade 316L as per IS 6911 : 2017 and conforming to En-10312 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of engineer-in-charge.Elbow 90°18.90A.6 For 54mm outer dia pipe |
| 132 | 18.90A Providing and fixing required Stainless Steel fitting of press fit design of grade 316L as per IS 6911 : 2017 and conforming to En-10312 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of engineer-in-charge.Equa Tee18.90A.6 For 54mm outer dia pipe |
| 133 | 18.48 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. |
| 134 | MR : Crompton Water Pumps ( Electric , 1HP) |
| 135 | Overhead Water Tank:2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift 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. |
| 136 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 137 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 138 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 139 | 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 140 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 141 | 5.9.6 Coloumns,pillars,piers,abutments,Posts and struts |
| 142 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 143 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 144 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 145 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttress, plinth and string courses, fillets, coloumns, pillars, piers, abutments, posts and struts etc. above plinth level, excluding cost of centering, shuttering, finishing and reinforcement 5.2.2. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 146 | 5.3 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 20 mm nominal size derived from natural sources). |
| 147 | 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) |
| 148 | 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :13.7.1 1:3 (1 cement: 3 fine sand) |
| 149 | 13.48 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqmover and including one coat of Special primer applied @0.75 ltr /10 sqm |
| 150 | 10.25 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 151 | 13.48 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.3 Painting Steel work with Deluxe Multi Surface Paint togive an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 152 | Boundary Wall :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. |
| 153 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 154 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 155 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 156 | 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 157 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 158 | 5.9.6 Coloumns,pillars,piers,abutments,Posts and struts |
| 159 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 160 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 161 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttress, plinth and string courses, fillets, coloumns, pillars, piers, abutments, posts and struts etc. above plinth level, excluding cost of centering, shuttering, finishing and reinforcement 5.2.2. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 162 | 6.13 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) |
| 163 | 13.5 15 mm cement plaster on rough side of single or half brick wall of mix:13.5.1 1:4 ( 1 cement : 4 coarse sand) |
| 164 | 13.48 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqmover and including one coat of Special primer applied @0.75 ltr /10 sqm |
| 165 | Iron Gate(1) :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. |
| 166 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 167 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 168 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 169 | 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 170 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 171 | 5.9.6 Coloumns,pillars,piers,abutments,Posts and struts |
| 172 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 173 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 174 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttress, plinth and string courses, fillets, coloumns, pillars, piers, abutments, posts and struts etc. above plinth level, excluding cost of centering, shuttering, finishing and reinforcement 5.2.2. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 175 | 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) |
| 176 | 13.48 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqmover and including one coat of Special primer applied @0.75 ltr /10 sqm |
| 177 | 10.25 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 178 | 13.48 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.3 Painting Steel work with Deluxe Multi Surface Paint togive an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 179 | Iron Gate(2) :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. |
| 180 | 16.12 Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 181 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 182 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 183 | 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.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 184 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 185 | 5.9.6 Coloumns,pillars,piers,abutments,Posts and struts |
| 186 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 187 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 188 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttress, plinth and string courses, fillets, coloumns, pillars, piers, abutments, posts and struts etc. above plinth level, excluding cost of centering, shuttering, finishing and reinforcement 5.2.2. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 189 | 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) |
| 190 | 13.48 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqmover and including one coat of Special primer applied @0.75 ltr /10 sqm |
| 191 | 10.25 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 192 | 13.48 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.3 Painting Steel work with Deluxe Multi Surface Paint togive an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 193 | Earthfilling2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 194 | ICBP Platform:16.78 Construction of grangular sub-base by provididng 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 ocmpacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer - in charge.16.78.2 With material conforming Grade-II (Size range 53 mm to 0.075 mm) |
| 195 | 16.3 Supplying and stacking at site.16.3.3 53 mm to 22.4 mm size stone aggregate |
| 196 | 1.3.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifiacation in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper garde and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to required density. |
| 197 | 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 overr 50 mm thick compacted bed of sand, compacting and proper embedding / laying of inter locking paver blocks into the sand and bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand , complete all as per direction of Engineer-in-charge .16.91.2 80 mm thick C.C paver block of M-30 grade with approved color design and pattern |
| 198 | 4.4 Providing and laying cement concrete in kerbs,steps and the like at or near ground level excluding the cost of centering,shuttering and finishing.4.4.1 1:1½ :3 ( 1 cement : 1½coarse sand ( zone-III) derived from natural sources:3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 199 | 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for:4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 200 | Electrical Works FIG New Office Building1.10 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 PVCconduit, 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.1.10.1 Group A |
| 201 | 1.10.2 Group B |
| 202 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore 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 |
| 203 | 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 204 | 1.14.6 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 205 | 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 |
| 206 | 1.23.4 3 pin 5/6 A socket outlet |
| 207 | 1.25 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. |
| 208 | 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) |
| 209 | 1.27.4 6 Module ( 200mmX75mm ) |
| 210 | 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 211 | 1.58 Supplying and fixing PVC batten/ angle holder including connections etc. as required. |
| 212 | 2.3 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, earthbar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)2.3.1. 6 way , Double door |
| 213 | 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 withconnections, testing and commissioning etc. as required.2.10.1 Single pole |
| 214 | 2.10.3 Double pole |
| 215 | 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. |
| 216 | 5.7 Supplying and laying 6 SWG G.I wire at 0.50 metre below ground level for conductor eart electrode, including connection / termination with GI thimble etc. as required. |
| 217 | MR-1 Supplying with including fitting fixing of ADORE LED PLUS 9 W / 10 W. etc as directed by the Deptt. |
| 218 | MR-2 Supplying including fitting fixing of 20W three color CCT change LED batten which can change the color of batten from warm white to natural white to cool white with the help of a simple toggle switch, etc. as required and directed by the deptt. |
| 219 | MR-3 Supplying with fitting fixing of ceiling fan (1200 mm ) Non decorative etc, as required and as directed by the deppt Exhaust Fan etc. as directed by Deptt. |
| 220 | Electrical Works:School Building1.10 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 PVCconduit, 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.1.10.1 Group A |
| 221 | 1.10.2 Group B |
| 222 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore 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 |
| 223 | 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 224 | 1.14.6 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 225 | 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 |
| 226 | 1.23.4 3 pin 5/6 A socket outlet |
| 227 | 1.25 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. |
| 228 | 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) |
| 229 | 1.27.4 6 Module ( 200mmX75mm ) |
| 230 | 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 231 | 1.58 Supplying and fixing PVC batten/ angle holder including connections etc. as required. |
| 232 | 2.3 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, earthbar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)2.3.1. 6 way , Double door |
| 233 | 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 withconnections, testing and commissioning etc. as required.2.10.1 Single pole |
| 234 | 2.10.3 Double pole |
| 235 | 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. |
| 236 | 5.7 Supplying and laying 6 SWG G.I wire at 0.50 metre below ground level for conductor eart electrode, including connection / termination with GI thimble etc. as required. |
| 237 | MR-1 Supplying with including fitting fixing of ADORE LED PLUS 9 W / 10 W. etc as directed by the Deptt. |
| 238 | MR-2 Supplying including fitting fixing of 20W three color CCT change LED batten which can change the color of batten from warm white to natural white to cool white with the help of a simple toggle switch, etc. as required and directed by the deptt. |
| 239 | MR-3 Supplying with fitting fixing of ceiling fan (1200 mm ) Non decorative etc, as required and as directed by the deppt Exhaust Fan etc. as directed by Deptt. Please Enable Macros to View BoQ information |
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