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| 1 | Schedule \"A\" |
| 2 | Excavation post holes (or similar holes) each not exceeding 0.5 cum getting out in soft/loose soil returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm watering and removing surplus soil to a distance not exceeding 50m and making good surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material & Labour for Pre-cast cement concrete block type C1, 1:3:6 (20mm graded aggregate) masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete all as specified and directed by Engineer-in-Charge. |
| 5 | Supply & Fixing rolled mild steel for roof trusses (framed), trussed, purlins, crane gantries, rails, and fastenings and heavy brackets framing (Beam, tee, angle, channel or flat sections) including distance pieces etc., confirming to Fe-410-W (Gde-E-250) quality B, complete all as specified and directed by Engineer-in-Charge. |
| 6 | Supply & Fixing Hand rails, half round or other steel section or core for wooden and-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; 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-165confirming to Fe-410-W (Gde-E-250) quality B, complete all as specified and directed by Engineer-in-Charge. |
| 7 | Material & Labour for 15mm thick rendering in Cement Mortar 1:6 on fair faces of brick work or on concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material & Labour for preparation of newly untreated steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of redoxide primer, complete all as specified and directed by Engineer-in-Charge. |
| 9 | Supply & Fixing pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self-tapping screws, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Supply & Fixing pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in cladding to wall, as in ridges, flashing, eaves board valley gutter of any shape etc., cut to designed shape (Jhhallar) as directed at site fixed with self-tapping screws, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 12 | Supply & Fixing rolled mild steel for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; confirming to Fe-410-W (Gde-E-250) quality B, complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material & Labour for Hard-core of gauge exceeding 63mm but not exceeding 100mm deposited spread and levelled in layers not exceeding 15cm thick watered an reamed to a true surface with broken stone or boulders, complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material & Labour for 100mm thick Plain Cement concrete 1:4:8, type D-2 (using 40mm graded aggregate) as in sub base of floors, complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material & Labour for 100mm thick Plain Cement concrete type B-1, 1:2:4 (using 20mm graded aggregate) as in flooring with alternate panel including necessary formwork, Finishing cement concrete surface even and smooth without using extra cement in alternate panels, adding with fibre reinforcement, complete all as specified and directed by Engineer-in-Charge. |
| 16 | Material & Labour for laying machine pressed precast concrete interlocking reflective coloured pavers block any shape and size confirming to IS 15658-2006 of 55mm to 60mm thick, M-35 Grade, including interstices filling with fine sand etc., complete all as specified and directed by Engineer-in-Charge. |
| 17 | Material & Labour for 50mm thick sand layer for laying interlocking paver blocks, complete all as specified and directed by Engineer-in-Charge. |
| 18 | Material & Labour for cement concrete type B-1 (1:2:4) using 20mm graded stone aggregate as in coping, moulded or chamfered edges and like, complete all as specified and directed by Engineer-in-Charge. |
