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| 1 | Mild steel TMT bars 10mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 2 | M & L TMT bars 5mm dia and over upto and including 8mm dia in stirrups, spacers and binders |
| 3 | S/F mild steel structural work as in joist, channel, angle or tee sections, fixed independently without connecting plates etc cut to ordinary lengths, confirming to Fe-410-W(Gde-E-250) quality-B, complete all as specified & directed. |
| 4 | M/L preparation of new steel surfaces of any description not otherwise described, over 10cm in width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide primer complete all as specified & directed. |
| 5 | S&F Concertina Coil of 600mm diameter made out of 2.55mm dia high tensile spring steel core wire 240 G/m2 hot dipped zinc coated and 145-160 kg/sqmm tensile strength, each coil having a minium 50 turns (circles) with 25 turns in every 3-meter length, razor length minium 22 mm medium barbs and blade thickness min 0.50 mm with zinc coating of minimum 80-120 g/m2 and 07 rows clipping(175 clips per coil) including handle spikes at both ends of coil (stretchable length of each coil 6 meters) and dipped with corrosion preventive fluid of IS 158 in black colour complete all as specified and directed. |
| 6 | S&F galvnised two strand steel barbed wire 2.24 mm dia of barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straighting bolts including securing or typing at crossing with and provn of galvnised MS wire staple or steel pins etc as directed |
| 7 | Taking down cement plaster on brick or concrete or stone walls etc including racking out joints hacking for key scrubbing down with water any description. |
| 8 | Demolition of brick work built in CM incl all quoins arches, pillars etc including removing the same where directed complete all as specified & directed . |
| 9 | M/L brick work with sub class B bricks built in CM 1:6 straight or curved exceeding 6m mean radius all as specified. |
| 10 | M&L rendering 15 mm thick in CM 1:4 on brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed |
| 11 | Preparation of newly plaster surface of wall and applying two coats of cement base paint over one coat of cement primer complete all as specified. |
| 12 | Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 metre in depth for foundation etc and for manholes etc n.exc. 10 Sqm on plan and n.exc. 1.5 metre depth and getting out in soft/loose soil complete all as specified and directed. |
| 13 | Removing excavated materials (soils) to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.50 above the starting point complete all as specified and directed. |
| 14 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick as in soft/loose soil complete all as specified and directed. |
| 15 | M& L Cement concrete 1:4:8 Type D 2 (using 40 mm graded aggregate ,in foundations, filling and mass concrete complete all as specified and directed. |
| 16 | Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter |
| 17 | Use and waste of Form work of sides of pillars, posts, struts, piers, columns etc square or rectangular or polygonal rough surfaces of concrete |
| 18 | Use and waste of formwork to side of RCC/PCC bands in walls etc for rough finished surfaces of concrete complete all as specified and directed. |
| 19 | M&L RCC 1:2:4 Tybe B1 using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete |
| 20 | M & L RCC 1:2:4 Type B1 using 20 mm graded stone aggregate as in Columns, pillars etc |
| 21 | M & L RCC 1:2:4 Type B1 using 20 mm graded stone aggregate as in beams, lintels over 1.5 m span etc |
| 22 | Demolition of cement concrete (reinforced) any description and in any position. Please Enable Macros to View BoQ information |
| 23 | Demolition of cement concrete (reinforced) any description and in any position. Please Enable Macros to View BoQ information |
