| 1 | 1 | Laying and Jointing PVC Pipe. Heading | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.\nAll kinds of soil | BI01010001010000000000000515BI0100001113 | 95 | Cum |
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| 3 | 1.02 | 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 : 10 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001114 | 40 | Cum |
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| 4 | 1.03 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | | 40 | Cum |
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| 5 | 1.04 | 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, leadup to 50 m and lift upto 1.5 m. | | 60 | Cum |
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| 6 | 1.05 | Supplying and filling in plinth with Jamuna/local sand under floors, including watering, ramming, consolidating and dressing complete. | | 30 | Cum |
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| 7 | 1.06 | 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 | | 3000 | Kg |
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| 8 | 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for : \nFoundations, footings, bases of columns, etc. for mass concrete. | | 350 | Sqm |
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| 9 | 1.08 | 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 30 | Cum |
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| 10 | 1.09 | 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) | | 40 | Cum |
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| 11 | 1.1 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | | 200 | Kg |
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| 12 | 1.11 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | | 23 | Sqm |
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| 13 | 1.12 | 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) | BI01010001010000000000000515BI0100001115 | 130 | Kg |
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| 14 | 1.13 | 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 ofapproved steel primer. Using flats 30x6mm for diagonal braces and central cross piece | BI01010001010000000000000515BI0100001116 | 24 | Sqm |
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| 15 | 1.14 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) | | 200 | Sqm |
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| 16 | 1.15 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | | 160 | Sqm |
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| 17 | 1.16 | 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | | 120 | Sqm |
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| 18 | 1.17 | 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. | | 190 | Sqm |
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| 19 | 1.18 | 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 finishing the top smooth. | | 35 | Sqm |
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| 20 | 1.19 | 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) | | 170 | Sqm |
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| 21 | 1.2 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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. | | 2000 | Ltr |
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| 22 | 1.21 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c 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.\r\nInternal work - Exposed on wall\n20 mm nominal outer dia .Pipes. | BI01010001010000000000000515BI0100001117 | 50 | Mtr |
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| 23 | 1.22 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore | BI01010001010000000000000515BI0100001118 | 2 | No |
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| 24 | 1.23 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., upto floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 32 | Cum |
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