construction work of rain shelter at public place near saharia basti in village panchayat sagoria of block-birdha under bundelkhand development fund 2024-25 - ren basera 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-incharge all kinds of soil 3 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources 4 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 withcement mortar 1:6 (1 cement : 6 coarse sand) 5 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) 6 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources 7 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources 8 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources 9 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 10 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 11 centering and shuttering including strutting, propping etc. and removal of form forfoundations, footings, bases of columns, etc. for mass concrete 12 centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, buttresses and cantilevers. 13 centering and shuttering including strutting, propping etc. and removal of form forcolumns, pillars, piers, abutments, posts and struts 14 centering and shuttering including strutting, propping etc. and removal of form forsuspended floors, roofs, landings, balconies and access platform 15 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) 16 cement plaster (1:3) finished with a floating coat of neat cement.20 mm cement plaster 17 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 18 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer-in-charge. 19 6to10mm plaster of mix 1:3 (1 cement : 3 fine sand) 20 15 mm cement plaster : of mix1:6 (1 cement : 6 coarse sand) 21 12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) 22 cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster 23 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 24 supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. 25 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 26 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 40 mm thick with 20 mm nominal size stone aggregate 27 finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications : two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 28 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. 29 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 30 painting on g.s. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :new work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution 31 providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick 32 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) 33 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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. 34 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections 35 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. 36 cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster 37 providing and fixing sign board