| 1 | 1 | Building Construction | BI01010001010000000000000515BI0100001113 | | |
|---|
| 2 | 1.001 | 11.38 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. | BI01010001010000000000000515BI0100001114 | 158.36 | sqm |
|---|
| 3 | 1.002 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001115 | 284.597 | sqm |
|---|
| 4 | 1.003 | 9.48.1 : 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.Fixed to steel windows by welding | BI01010001010000000000000515BI0100001116 | 7.125 | kg |
|---|
| 5 | 1.004 | 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001117 | 7.125 | sqm |
|---|
| 6 | 1.005 | 21.1.1.1 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | BI01010001010000000000000515BI0100001118 | 49.62 | kg |
|---|
| 7 | 1.006 | 21.3.1 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness | BI01010001010000000000000515BI0100001119 | 15.28 | sqm |
|---|
| 8 | 1.007 | 50.10.1 : Steel work in built up G I 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 | BI01010001010000000000000515BI0100001120 | 240 | kg |
|---|
| 9 | 1.008 | od1006759/2020_2021 : Providing Alu-Zink sheet roofing including vertical/ curved surface fixed with polymer<br>coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet<br>washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on<br>overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the<br>cost of purlins, rafters and trusses and including cutting to size and shape wherever required.<br>0.40 mm Alu Zink Sheet. | BI01010001010000000000000515BI0100001121 | 24 | sqm |
|---|
| 10 | 1.009 | 50.10.2 : Steel work for purlin/single section with G I pipes 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 | BI01010001010000000000000515BI0100001122 | 91.92 | kg |
|---|
| 11 | 1.01 | 5.2.2 : 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 tot 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) | BI01010001010000000000000515BI0100001123 | 5.36 | cum |
|---|
| 12 | 1.011 | 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | BI01010001010000000000000515BI0100001124 | 50.592 | sqm |
|---|
| 13 | 1.012 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001125 | 23.142 | cum |
|---|
| 14 | 1.013 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001126 | 73.865 | sqm |
|---|
| 15 | 1.014 | 5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | BI01010001010000000000000515BI0100001127 | 9.465 | sqm |
|---|
| 16 | 1.015 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001128 | 131.8 | sqm |
|---|
| 17 | 1.016 | 4.1.10 : 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) | BI01010001010000000000000515BI0100001129 | 1.242 | cum |
|---|
| 18 | 1.017 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001130 | 2367.52 | kilogram |
|---|
| 19 | 1.018 | od1070123/2020_2021 : Laterate neatly dressed stones of size 35*20*20 cm or nearest size in C.M 1:6 for super structure above plinth level up to floor two level including all cost of materials , labours etc. | BI01010001010000000000000515BI0100001131 | 27.746 | cum |
|---|
