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| 1 | Construction of Extended Corridor:-2.6: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.2.6.1 All kinds of soil |
| 2 | 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 |
| 3 | 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) : 6 graded stone aggregate 20 mm nominal size). |
| 4 | 5.22: Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 5 | 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. |
| 6 | 5.22A: Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.5.22A.1 Mild steel and Medium Tensile steel bars. |
| 7 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1. Foundation, footins, bases of columns, etc. for mass concrete. |
| 8 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 9 | 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): 3 graded stone aggregate 20 mm nominal size) |
| 10 | 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) |
| 11 | 2.27: Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 12 | 5.2: 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) from natural sources: 3 graded stone aggregate 20mm nominal size derived ffrom natural sorces). |
| 13 | 4.10: Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20m nominal size). |
| 14 | 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 |
| 15 | 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 microns epoxy 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 Engineer in-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. |
| 16 | 11.5: 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 graded stone aggregate 20mmnominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 17 | 13.2: 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 18 | 13.26: Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 19 | 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 ltr /10 sqm. |
| 20 | 13.46: Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 21 | Construction of Cycle Stand:-2.6: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.2.6.1 All kinds of soil |
| 22 | 2.25(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. |
| 23 | 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 |
| 24 | 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) : 6 graded stone aggregate 20 mm nominal size). |
| 25 | 4.3: Centering and shuttering including strutting, propping etc. and removal of form work for :4.3.3 Foundations, footings, bases for columns |
| 26 | 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): 3 graded stone aggregate 20 mm nominal size) |
| 27 | 5.2: 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) from natural sources: 3 graded stone aggregate 20mm nominal size derived ffrom natural sorces). |
| 28 | 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) : 3 graded stone aggregate 20 mm nominal size). |
| 29 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 30 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 31 | 5.22: Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 32 | 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. |
| 33 | 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) |
| 34 | 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.10.16.3 Electric resistance or induction butt welded tubes. |
| 35 | 11.5: 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 graded stone aggregate 20mmnominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 36 | 12.1: Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 37 | 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) |
| 38 | 13.46: Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 39 | 11.19: Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :11.19.1 Light shade pigment using white cement |
| 40 | Repair/Renovation of School Building:-15.28: Dismantling roofing including ridges, hips, valleys and gutters etc, and stacking the material within 50 metres lead of:15.28.1 G.S. Sheet |
| 41 | 9.54: Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with :9.54.1 Sal wood |
| 42 | 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 microns epoxy 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 Engineer in-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. |
| 43 | 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) |
| 44 | 12.51.4 Barge board (Upto 300 mm) |
| 45 | 11.3: Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 46 | 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) |
| 47 | 9.1: Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with bold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fasteners shall be paid for separately).9.1.1 Second class teak wood. |
| 48 | 9.9: Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.9.9.1 Second class teak wood (9.9.1.1 35 mm thick). |
| 49 | 9.3: Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.9.3.2 Kiln seasoned and chemically treated hollock wood. |
| 50 | 12.26: Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).12.26.1 6 mm thick Cement fiber board as per IS: 14862. |
| 51 | 13.88: Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 52 | 13.80: Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 53 | 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 ltr /10 sqm. |
| 54 | 4.17: Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 55 | Renovation of Toilet:-2.8: 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 |
| 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) : 6 graded stone aggregate 20 mm nominal size). |
| 58 | 5.22: Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 59 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1. Foundation, footins, bases of columns, etc. for mass concrete. |
| 60 | 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 61 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 62 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform. |
| 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 natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). |
| 64 | 6.2: Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 65 | 2.27: Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 66 | 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). |
| 67 | 5.2: 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) from natural sources: 3 graded stone aggregate 20mm nominal size derived ffrom natural sorces). |
| 68 | 4.10: Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20m nominal size). |
| 69 | 6.3: Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :6.3.2 With Modular bricks. |
| 70 | 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, hardening compound 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. |
| 71 | 11.37: Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 72 | 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 : 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. |
| 73 | 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) |
| 74 | 9.1: Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with bold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fasteners shall be paid for separately).9.1.1 Second class teak wood. |
| 75 | 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 panelled 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 Second class teak wood.9.5.2.1 35 mm thick shutters. |
| 76 | 9.119: Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer in-Charge. |
| 77 | 9.118.1: 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 78 | 13.80: Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 79 | 13.98: Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:13.98.1 One or more coats on old work |
| 80 | 13.46: Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 81 | 13.50: Applying priming coat:13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 82 | 13.58: Providing and applying two coats of fire retardant paint on cleaned wood / ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. |
| 83 | 4.17: Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 84 | Installation of Sanitary System:-17.3: Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm 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 :17.3.1 W.C. pan with ISI marked white solid plastic seat and |
| 85 | 17.23: Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 86 | 17.76: Providing and fixing PTMT urinal cock of approved quality and colour.17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms. |
| 87 | 18.49: Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :18.49.1 15 mm nominal bore. |
| 88 | 17.7: Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 89 | 18.22: Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :18.22.1 100 mm diameter. |
| 90 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall18.7.3 25 mm nominal dia Pipes |
| 91 | 18.7.2 20 nominal outer dia Pipes. |
| 92 | 18.7.1 15 mm nominal outer dia Pipes. |
| 93 | 18.9: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work18.9.5 40 mm nominal dia Pipes |
| 94 | 18.9.4 32 mm nominal dia Pipes |
| 95 | 18.9.3 25 mm nominal dia Pipes |
| 96 | 23.4: Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.23.4.1 v100 mm nominal size dia |
| 97 | 23.4.2 150 mm nominal size dia |
| 98 | 23.4.3 200 mm nominal size dia |
| 99 | 18.48: Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 100 | 18.12: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work18.12.7 65 mm dia nominal bore. |
| 101 | 18.16: Providing and fixing brass stop cock of approved quality :18.16.1 15 mm nominal bore |
| 102 | Providing and fixing brass stop cock of approved quality :18.16.2 20 mm nominal bore |
| 103 | Construction of Over Head tank:-2.6: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.2.6.1 All kinds of soil |
| 104 | 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 40 mm nominal size) |
| 105 | 5.22C: Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 106 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1. Foundation, footins, bases of columns, etc. for mass concrete. |
| 107 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 108 | 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 109 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform. |
| 110 | 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 20mm nominal size derived from natural sources). |
| 111 | 6.2: Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 112 | 2.27: Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 113 | 5.2: 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) from natural sources: 3 graded stone aggregate 20mm nominal size derived ffrom natural sorces). |
| 114 | 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). |
| 115 | 4.10: Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20m nominal size). |
| 116 | 6.3: Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :6.3.2 With Modular bricks. |
| 117 | 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) |
| 118 | 11.5: 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 graded stone aggregate 20mmnominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 119 | 10.5: Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. |
| 120 | 13.46: Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 121 | 18.9: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work18.9.5 40 mm nominal dia Pipes |
| 122 | 18.9.4 32 mm nominal dia Pipes |
| 123 | 18.9.3 25 mm nominal dia Pipes |
| 124 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall18.7.3 25 mm nominal dia Pipes |
| 125 | 18.7.2 20 nominal outer dia Pipes. |
| 126 | 18.7.1 15 mm nominal outer dia Pipes. |
| 127 | 18.16: Providing and fixing brass stop cock of approved quality :18.16.2 20 mm nominal bore |
| 128 | 18.48: Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 129 | 18.42: Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.42.2 Beyond 6 m and up to 12 m depth |
| 130 | 18.43: Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. |
| 131 | 18.44: Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. |
| 132 | 18.45: Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. |
| 133 | 1.5 HP single phase motor jet pump set (Horizontal/ crompton Greaves/ Aquatic /CRI/V-Guard make) 2900b rpm with DOL stater (Crompton Greaves/Control & switch gear/BCH/ L&T/ Siemens make) Please Enable Macros to View BoQ information |
