| 1 | 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil | | 349.12 | Sqm |
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| 2 | 2 | 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. All kinds of soil. | | 18 | Cum |
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| 3 | 3 | 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. Ordinary rock | | 38.4 | Cum |
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| 4 | 4 | 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. All kinds of soil. | | 304.2 | Cum |
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| 5 | 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | | 139.5 | Cum |
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| 6 | 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | | 14.81 | Cum |
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| 7 | 7 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | | 330 | Cum |
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| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | | | |
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| 9 | 8.1 | 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | | 1.72 | Cum |
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| 10 | 8.2 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size). | | 23.76 | Cum |
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| 11 | 8.3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | | 61.56 | Cum |
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| 12 | 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). | | 2.69 | Cum |
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| 13 | 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | | 223.68 | Per 50 Kg Cement |
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| 14 | 11 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | | 110.81 | Sqm |
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| 15 | 12 | 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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | | 108.45 | Cum |
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| 16 | 13 | 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 :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | | 69.2 | Cum |
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| 17 | 14 | 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). | | 75.27 | Cum |
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| 18 | 15 | Centering and shuttering including strutting, propping etc. and removal of form for:\r\n | | | |
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| 19 | 15.1 | Foundations, footings, bases of columns, etc. for mass concrete | | 200.73 | Sqm |
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| 20 | 15.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | | 607.21 | Sqm |
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| 21 | 15.3 | Suspended floors, roofs, landings, balconies and access platform | | 224.88 | Sqm |
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| 22 | 15.4 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | | 235.82 | Sqm |
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| 23 | 15.5 | Columns, Pillars, Piers, Abutments, Posts and Struts | | 316.33 | Sqm |
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| 24 | 15.6 | Edges of slabs and breaks in floors and walls Under 20 cm wide | | 220 | Sqm |
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| 25 | 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | | 11528.4 | kg |
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| 26 | 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500 D or more. | | 10495.2 | kg |
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| 27 | 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1: 6 (1 cement : 6 coarse sand) | | 1.81 | Cum |
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| 28 | 19 | Brick work 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 in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | | 6.39 | Cum |
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| 29 | 20 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) | | 3.75 | Sqm |
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| 30 | 21 | 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.Cement mortar 1:4 (1 cement :4 coarse sand) | | 9.18 | Sqm |
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| 31 | 22 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | | 9.18 | Sqm |
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| 32 | 23 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | | 1.85 | Cum |
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| 33 | 24 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level.Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | | 5.88 | Cum |
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| 34 | 25 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | | 7.25 | Sqm |
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| 35 | 26 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | | 5.15 | Sqm |
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| 36 | 27 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | | | |
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| 37 | 27.1 | Fixed to steel windows by welding | | 40.5 | kg |
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| 38 | 27.2 | Fixed to openings /wooden frames with rawl plugs screws etc. | | 295.47 | kg |
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| 39 | 28 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250 x 16 mm | | 5 | each |
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| 40 | 29 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200 x 10 mm | | 5 | each |
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| 41 | 30 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm | | 10 | each |
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| 42 | 31 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper | | 2 | each |
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| 43 | 32 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | | 64.8 | kg |
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| 44 | 33 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | | 66.5 | kg |
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| 45 | 34 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | | 328.4 | kg |
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| 46 | 35 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes | | 1.62 | Sqm |
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| 47 | 36 | 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. | | 52.87 | kg |
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| 48 | 37 | 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. | | 33.6 | Sqm |
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| 49 | 38 | 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | | 11.76 | Sqm |
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| 50 | 39 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | | 35.56 | Sqm |
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| 51 | 40 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) | | 76.08 | Sqm |
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| 52 | 41 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) | | 57.03 | Sqm |
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| 53 | 42 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | | 1067.7 | Sqm |
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| 54 | 43 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing | | 22.13 | Sqm |
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| 55 | 44 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer | | 497.08 | Sqm |
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| 56 | 45 | Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work | | 118.52 | Sqm |
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| 57 | 46 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer | | 357.96 | Sqm |
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| 58 | 47 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | | 543.52 | Sqm |
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| 59 | 48 | Finishing walls with Acrylic Smooth exterior paint of required shade : 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) | | 104.27 | Sqm |
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| 60 | 49 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work | | 41.72 | Sqm |
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| 61 | 50 | 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. | | 132.06 | Sqm |
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| 62 | 51 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | | 49.5 | Cum |
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| 63 | 52 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work\r\n | | | |
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| 64 | 52.1 | 15 mm dia nominal bore | | 200 | metre |
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| 65 | 52.2 | 32 mm dia nominal bore | | 250 | metre |
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| 66 | 53 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore | | 10 | each |
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| 67 | 54 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore | | 15 | each |
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| 68 | 55 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. | | 10 | each |
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| 69 | 56 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :\n | | | |
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| 70 | 56.1 | 15 mm nominal bore | | 20 | each |
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| 71 | 56.2 | 32 mm nominal bore | | 15 | each |
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| 72 | 57 | 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. Circular tank | | 5000 | per litre |
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