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| 1 | Schedule \"A\" B/R |
| 2 | Material & Labour for providing and fixing stainless steel (Grade 304) Sch-10S railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where-ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Dismantling wrought iron or mild steel (Barbed wire & concertina coil) work of any description not otherwise provided, complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material & Labour for cement concrete 1:2:4, type B-1 (using 20mm graded aggregate) as in coping, bed block, benching, kerbs including necessary formwork, complete all as specified and directed by Engineer-in-Charge. |
| 5 | Material & Labour for mild steel work posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed by Engineer-in-Charge. |
| 6 | Supply & Fixing in repair Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing’s and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provisions of galvanised mild steel wires, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and directed by Engineer-in-Charge. |
| 7 | Supply & Fixing in repair Punched tape concertina coil 610mm dia using high tensile spring steel wire of 2.60mm dia as per IS-4454 and steel tape in 19mm width as per IS-513 with and including 18-micron zinc coating. (Each coil is to be expanded up to max of 6.0 m length), complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material & Labour for two coat of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces of any description over 10 cm in width or girth, complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material & Labour for two coat of synthetic enamel paint over a coat of red oxide primer including preparation of old steel surfaces of any description over 10 cm in width or girth, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth and getting out, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material & Labour for PCC 1:3:6 Type C-2 (40mm graded aggregate) as in foundation, complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material & Labour for Porbandar stone masonry, well bonded, bedded and solidly hearted built in Cement Mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material & Labour for rendering 15mm thick on brick work or concrete surfaces in cement mortar 1:4 and even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material & Labour for 18 to 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over screed bed or bedding layer of 15mm thick with Cement Mortar 1:6 etc., complete all as specified and directed by Engineer-in-Charge. |
| 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm as in soft/disintegrated rock, complete all as specified and directed by Engineer-in-Charge. |
| 16 | Removal of excavated rocks exceeding 250 Metre but not exceeding 500 mtr and depositing where directed at level not exceeding 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge. |
