| 1 | 1 | CONSTRUCTION WORK : | | | |
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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.\n All kinds of soil \n | work1 | 10.65 | Cum |
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| 3 | 3 | 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. | work2 | 8.92 | Cum |
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| 4 | 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 1953.05\n | work3 | 0.43 | cum |
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| 5 | 5 | cement concrete work- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) .\n | work4 | 7.45 | Cum |
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| 6 | 6 | R c c work-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). \n:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) \n | work5 | 1.83 | cum |
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| 7 | 7 | form work-Centering and shuttering including strutting, propping etc. and removal of form for :\nFoundations, footings, bases of columns, etc. for mass concrete \n Lintels, beams, plinth beams, girders, bressumers and cantilevers | work6 | 7.24 | sqm |
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| 8 | 8 | \n Lintels, beams, plinth beams, girders, bressumers and cantilevers | work7 | 8.74 | sqm |
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| 9 | 9 | STEEL REAINFORCEMENT-5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\n5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | work8 | 143.51 | kg |
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| 10 | 10 | BRICK WORK-Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\n Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6157.45 | work9 | 6.94 | cum |
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| 11 | 11 | 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 :\nCement mortar 1:6 (1 cement : 6 coarse sand) | work10 | 14.96 | cum |
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| 12 | 12 | FLOORING-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.\n 40 mm thick with 20 mm nominal size stone aggregate sqm 498.35\n | work11 | 65.43 | sqm |
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| 13 | 13 | STEEL WORK- 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.\n Hot finished welded type tubes | work12 | 230 | kg |
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| 14 | 14 | Roofing- 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.\n0.63 mm thick with zinc coating not less than 275 gm/ m² | work13 | 55 | sqm |
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| 15 | 15 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.\n0.63 mm thick with zinc coating not less than 275 gm/m² metre | work14 | 11 | mtr |
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| 16 | 16 | Finishing-12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) | work15 | 187.36 | sqm |
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| 17 | 17 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per anufacturer’s specification.\n Two or more coats on new work | work16 | 89.22 | sqm |
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| 18 | 18 | Finishing walls with Acrylic Smooth exterior paint of required shade :\n New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming\n coat of exterior primer applied @ 2.20 kg/10 sqm) | work17 | 98.14 | sqm |
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| 19 | 19 | DOOR AND WINDOW-providing and fixing doors with frames and all accessories ( size 3.5' x 7')\n | work18 | 2 | job |
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| 20 | 20 | providing and fixing windows with ,frames and necessary accessories (size 4' x4') | work19 | 4 | job |
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