8636/NIT 64/21-22 PROVN OF 10 FEET BOUNDARY WALL (APPROX 400 METRE) WITH 2 FEET CONCERTINA COIL ALONG THE PERIMETER FOR SECURITY OF MANDIDABWALI UNDER AGE BR V OF GE NORTH BATHINDA AT BATHINDA MIL STN

Amount

SCHEDULE 'A' B/R Works

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC (1:3:6), type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete, bed block, for embedded fencing posts & similar work etc including form work complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.

Returning and filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to better rough finished flat complete all as specified & directed by Engineer-in- charge.

Form work to flat sides and soffits of floor or roof beams, beam haunchings , lintels, cantilevers, shelves including supports, overhangs, sides of chajjas etc and similar works rough finished flat surfaces complete all as specified & directed by Engineer-in- charge.

Form work to sides of pillars , posts, struts piers, columns and stanchions and similar works rough finished complete all as specified & directed by Engineer-in- charge.

Material and labour for reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases of columns etc. complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels, cills, steps; seismic and other similar bands complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose)

Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour by using paint brush complete all as specified and as directed by Engineer-in-Charge.

Material and labour for mild steel work, angle iron (65x65x6mm) post and struts in fencing including cutting tops to shape as directed drilling holes, notching for wire ties, flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting or welding, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in- charge.

Supply and fixing galvanised, 2 strand steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing and tying at crossings with and provision of galvanized mild steel wire, staple or steel pins, etc complete all as specified and directed by Engineer-in-Charge.(Each line of wire shall be measured and paid separately ).

Supply and fixing Concertina coil with punched tape 600 mm dia having 50 rounds per 6 metre length, with wire diametre 2.5 mm and blade size 15 mm x 12 mm x 0.5 mm, spacing of blade 26 mm, fixed in position over walls etc. complete all as specified and directed by Engineer-in-Charge

Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge.

Dismantling posts and struts (STEEL & RCC) any section including taking out embedded portion and making good complete all as specified and as directed by Engineer-in- charge.

Dismantling fencing wire mess any type complete all as specified and as directed by Engineer-in- charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided (flat fencing post & 10mm dia bar in wire fencing wire mess) complete all as specified and as directed by Engineer-in- charge.

Ajay Enterprises

SHARDA ENTERPRIES

M K Enterprises

V K CONTRACTOR

KULWANT RAI

R K GOYAL & COMPANY