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| 1 | Schedule 'A' |
| 2 | Demolition of Concrete of any description and in any position not otherwise specifically provided, complete all as specified and as directed by Engineer-in-charge. |
| 3 | Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises, complete all as specified and as directed by Engineer-in-charge. |
| 4 | Excavating in post holes (or similar holes) each not exceeding 0.5 Cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed by Engineer-in-charge. |
| 5 | Removing excavated hard-core/ Rocks material not exceeding 50 Metre 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. |
| 6 | 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 loose soft soil, complete all as specified and as directed by Engineer-in-charge. |
| 7 | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each, complete all as specified and as directed by Engineer-in-charge. |
| 8 | Removing excavated soil material not exceeding 50 Metre 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. |
| 9 | Material & Labour for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors, complete all as specified and as directed by Engineer-in-charge. |
| 10 | Material & Labour for RCC M-30 for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-charge. |
| 11 | Material & Labour for RCC Columns, pillars, piers, posts and struts of grade M-30, complete all as specified and as directed by Engineer-in-charge. |
| 12 | 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, complete all as specified and as directed by Engineer-in-charge. |
| 13 | Formwork to Rectangular or square sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and as directed by Engineer-in-charge. |
| 14 | Material & Labour for Mild steel bars CRS TMT 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. |
| 15 | -ditto- all as per item No. above, but 5mm dia and over upto 10mm dia as in stirrups, spacers and binders, complete all as specified and as directed by Engineer-in-charge. |
| 16 | Supply & Fixing Rolled sections of Galvanised Iron grade Fe 410 as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates, complete all as specified and as directed by Engineer-in-charge. |
| 17 | Material & Labour for Plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Galvanised iron GDE Fe 410-0 or Fe 310-O, complete all as specified and as directed by Engineer-in-charge. |
| 18 | Supply & Fixing Galvanised iron Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, tubular, channel or flat sections), including distance piece, cleats etc., fixing complete using Fe-410-W (Gde E-250) quality-A, complete all as specified and as directed by Engineer-in-charge. |
| 19 | Supply & Fixing Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 50 cm long with 20mm dia of neck, complete all as specified and as directed by Engineer-in-charge. |
| 20 | Supply & Fixing Pre-painted galvalume aluminium zinc coating GI based corrugated sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self-tapping screw, complete all as specified and as directed by Engineer-in-charge. |
| 21 | Supply & Fixing Pre-painted galvalume aluminium zinc coating GI based plain sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self-tapping screw, complete all as specified and as directed by Engineer-in-charge. |
| 22 | Material & Labour for two coats of anti-corrosive Epoxy Paint over a coat of primer on steel & iron surfaces over 10cm width or girth including preparation of new surfaces, complete all as specified and as directed by Engineer-in-charge. |
| 23 | Labour only Hard-core of broken stone or boulders gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. |
| 24 | Labour only for 80mm thick M-40 Grade Machine pressed precast concrete paver block of any colour any shape and size confirming to IS 15658-2006 with grey cement and pigment, complete all as specified and as directed by Engineer-in-charge. |
| 25 | Material & Labour for 80mm thick M-40 Grade Machine pressed precast concrete paver block of any colour any shape and size confirming to IS 15658-2006 with grey cement and pigment, complete all as specified and as directed by Engineer-in-charge. |
| 26 | Material & Labour for 50mm thick Sand filling under floors or in foundation including watering and consolidation, complete all as specified and as directed by Engineer-in-charge. |
| 27 | Material & Labour for Providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cills, bed blocks, copings, bed plates, bond stones, etc., including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work, complete all as specified and as directed by Engineer-in-charge. |
| 28 | Excavation over area not exceeding 1.50 Metre deep and getting out in soft soil, complete all as specified and as directed by Engineer-in-charge. |
| 29 | Material & Labour for Hard-core of broken stone or boulders gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. |
| 30 | Material & Labour for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors, complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
