tender for reconstruction of damaged boundary wall at fsd nrpa.; 1 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenchesor drains(not exceeding 1.5 m in width or 10 sqm on plan), including dressing ofsidesandrammingofbottoms,liftupto1.5m,including getting out theexcavatedsoiland disposalofsurplusexcavated soilasdirected,withalllead&liftasperthedirectionof engineer-in-charge.all kinds of soil 2 providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering - all work up toplinthlevel: 1:4:8(1cement:4coarsesand(zone-iii):8 graded stone aggregate 40 mm nominal size) 3 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar 4 removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) from brick work in cement mortar 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:cementmortar 1:6(1 cement : 6 coarse sand) 6 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. (dismantled clean bricks supplied free of cost) 7 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - all work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) : 3 graded stone aggregate 20 mm nominal size) 8 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. above plinth level up to floor five level, excluding cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand zone iii: graded stone aggregate 20mm nominal size ) 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 centeringandshutteringincludingstrutting,proppingetc.and removal of form for : foundations, footings,bases ofcolumns, etc. for mass concrete. 11 centeringandshutteringincludingstrutting,proppingetc.and removal of form for : columns, pillars, piers, abutments, posts and struts 12 centeringandshutteringincludingstrutting,proppingetc.and removalofformfor:lintels,beams,plinthbeams,girders, bressumers and cantilevers 13 steelreinforcementforr.c.c.workincludingstraightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d 14 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500d or more. 15 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand). 16 15 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 17 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 @ 0.90 litre/10 sqm) 18 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. 19 supplying at site angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 20 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angleiron ‘y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron,all complete as per direction of engineer-in-charge, with reinforced barbed tape(r.b.t.) / spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre(cost of m.s. angle, c.c. blocks shall be paid separately) 21 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old work