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| 1 | Schedule \"A\" |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as directed. |
| 3 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, andgetting out in soft and loose soiland removing surplus soil to a distance n exe 50m and making good surface complete all as specified and directed. |
| 4 | M&L for PCC (1:4:8) type D-2 using 40 mm graded aggregate as in foundation filling & mass concrete complete all as specified and directed. |
| 5 | S&F rolled mild steel as in joist, channel, angle, or tee sections, fixed independently, with connecting base plates, etc. as in fencing post, strut bend to shape, holes drilled/ notches cut out to receive MS bolts and barbed wire, embedded to concrete including tarring to steel work embedded to concrete complete all as specified and directed. |
| 6 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed. |
| 7 | M&L for removing excavated material exe 250 mtr but n. exc. 500m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified. |
| 8 | M&L for RCC M30 (Design Mix) as in foundation incl raft, footings, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed piles & mass concrete complete all as specified and directed by Engr-In-Charge. Note:- Reinforcement and form work required shall be measured and paid seperately. |
| 9 | M&L for RCC M30 (Design Mix) as in walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed by Engr-In-Charge.Note:- Reinforcement and form work required shall be measured and paid seperately. |
| 10 | 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, flat, rough finished surface of concrete complete all as specified and directed. |
| 11 | Use and waste formwork to faces of walls, retaining walls, abutments,parapets and staircase railingsand similar work including attached pillasters, buttresses,etc. vertical or to batter complete all as specified and directed. |
| 12 | Material and labour for loose filling with broken stone or boulders aggregates of gauge 40 to 60 mm as filter media inner side of RCC wallcomplete all as specified and directed. |
| 13 | Material and labour for loose filling with broken stone or boulders aggregates of gauge 10 to 20 mm as filter media inner side of RCC wallcomplete all as specified and directed. |
| 14 | M&L for Mild steel bars 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 all as specified and directed |
| 15 | M&L for rendering 15 mm thick on other than fair faces of brick work in cement mortar (1:4) using water proofing compound @ 2% by weight of cement as per manufacture instruction and finishing the surface even and smooth without using extra cement complete all as specified and directed.(Using Dimapur Sand)(Note: WPC will be measured and paid separately) |
| 16 | S& F 150mm reinforced concrete pipes class NP-2 laid and jointed complete with collars complete all as specified and directed. |
| 17 | Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed. |
