| 1 | 1 | Renovation of Incubation Centre, Narwal | | | |
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| 2 | 1.01 | \nVITRIFIED FLOOR TILES\nProviding and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%\nand conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete\n Size of tile 500x500 mm | BI01010001010000000000000515BI0100001113 | 380 | Sqm |
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| 3 | 1.02 | Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work | BI01010001010000000000000515BI0100001114 | 130 | Sqm |
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| 4 | 1.03 | CERAMIC GLAZED TILES\nProviding and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622\n(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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | | 220 | Sqm |
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| 5 | 1.04 | Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S Flat 15x3 mm and nuts and bolts complete.\nGalvanized M.S wire gauze with 0.63 mm dia wire and 1.4 mm\naperture on both sides | BI01010001010000000000000515BI0100001116 | 12 | Sqm |
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| 6 | 1.05 | C.G.I. SHEETS ROOFING\nProviding corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm 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 (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gram/m2 | | 73 | Sqm |
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| 7 | 1.06 | KOTA STONE FLOORING\n Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average) thick cement mortar 1:3 (1 cement:3 coarse sand) and jointed with grey cement slurry mixed with pigment to match\nthe shade of the slabs, including rubbing, polishing and curing complete. | | 9 | Sqm |
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| 8 | 1.07 | Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5sqm per liter per coat including preparation of\nbase surface as per recommendations of manufacturer to make the surfacefire retardant | | 11 | Sqm |
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| 9 | 1.08 | Repairing of Shutters | | 3 | No. |
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| 10 | 2 | Construction of New Infrastructure at Narwal | | | |
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| 11 | 2.01 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:\nAll kinds of soil (@ 60% of total excavation)\n\n\n | | 19 | Cum |
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| 12 | 2.02 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:\n\nOrdinary Rock (@ 40% of total excavation)\n\n | | 11 | Cum |
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| 13 | 2.03 | Supply and laying of stone soling in foundation raft hand packed including ramming and levelling complete. | | 2.5 | Cum |
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| 14 | 2.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)\n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | | 12 | Cum |
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| 15 | 2.05 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level:\n 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 12 | Cum |
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| 16 | 2.06 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and\nstruts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 3 | Cum |
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| 17 | 2.07 | Reinforcement for R.C.C. work including straightening. cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars | | 2550 | Kg |
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| 18 | 2.08 | Formwork : \nCentering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | | 31 | Sqm |
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| 19 | 2.09 | Formwork : \nCentering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. | | 53 | Sqm |
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| 20 | 2.1 | Formwork : \nCentering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. | | 41 | Sqm |
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| 21 | 2.11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | | 7 | Cum |
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| 22 | 2.12 | Providing & fixing upto floor five level precast cement concrete hollow blocks, including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete. 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size) | | 10 | Cum |
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| 23 | 2.13 | 12mm Cement plaster of mix:\n1 : 6 ( 1 cement : 6 fine sand) | | 100 | Sqm |
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| 24 | 2.14 | CERAMIC GLAZED TILES\nProviding and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622\n(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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | | 50 | Sqm |
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| 25 | 2.15 | Structural steel welded in built-up sections | | 4550 | Kg |
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| 26 | 2.16 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm 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 (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gram/m2 | | 160 | Sqm |
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| 27 | 2.17 | Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge. | | 14 | Cum |
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| 28 | 2.18 | 62mm 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 20 mm nominal size) and top layer 12mm 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 liter per 50kg of cement or as per manufacturer’s specifications, including cost of cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. | | 93 | Sqm |
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| 29 | 2.19 | Providing and fixing factory made uPVC white colour casement/casement cum\nfixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's anddrainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing\n& direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately).... Casement window double panels with top fixed with S.S. friction\nhinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). | | 18 | Sqm |
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| 30 | 2.2 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover | | 12 | Sqm |
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| 31 | 2.21 | Providing and fixing precoated galvanized 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\nwherever required. | | 93 | Sqm |
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| 32 | 3 | Construction of Drainage Pipeline | | | |
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| 33 | 3.01 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:\n\nAll kinds of soil \n\n | | 16 | Cum |
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| 34 | 3.02 | Supply and laying of stone soling in foundation raft hand packed including ramming and levelling complete. | | 3.5 | Cum |
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| 35 | 3.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)\n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | | 2.5 | Cum |
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| 36 | 3.04 | Providing and laying non-pressure NP-4 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 250 mm dia. R.C.C. pipe | | 25 | Mtr |
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| 37 | 3.05 | Supplying and filling with local sand including, watering,\nramming, consolidating and dressing complete.\nAround pipe and over the pipe for cushion & protection. | | 11 | Cum |
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| 38 | 4 | Construction of Underground Water Tank / Sump ( 1000 ltrs) | | | |
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| 39 | 4.01 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:\nAll kinds of soil \n\n\n | | 2.5 | Cum |
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| 40 | 4.02 | Supply and laying of stone soling in foundation raft hand packed including ramming and levelling complete. | | 0.2 | Cum |
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| 41 | 4.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)\n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | | 0.1 | Cum |
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| 42 | 4.04 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level:\n1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 0.2 | Cum |
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| 43 | 4.05 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,\nbuttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and\nstruts upto floor five level including curing but excluding cost of centering shuttering,\nfinishing and reinforcement.\n1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 0.5 | Cum |
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| 44 | 4.06 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,\nfinishing and reinforcement with\n1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 0.2 | Cum |
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| 45 | 4.07 | Reinforcement for R.C.C. work including straightening. cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars | | 125 | Kg |
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| 46 | 4.08 | CEMENT PLASTER (IN FINE SAND)\n12mm Cement plaster of mix:\n\n 1 : 6 ( 1 cement : 6 fine sand) | | 4 | Sqm |
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| 47 | 4.09 | Formwork : \nCentering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | | 0.8 | Sqm |
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| 48 | 4.1 | Formwork : \nCentering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and\nstring courses etc. | | 9 | Sqm |
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| 49 | 4.11 | Formwork : \nCentering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. | | 1 | Sqm |
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