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| 1 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out (in Soft loose soil). |
| 2 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out (in Mud). |
| 3 | M/L providing plain cement concrete M 10 (1:5:10) for bedding using 40 mm size and down,Graded aggregate mechanically mixed, For intercept drain pit and in Foundation, compacted by vibration including centering and shuttering works, curing etc., complete as per drawings and Technical Specification and as per the direction of Engineer. |
| 4 | M/L PCC 1:2:4 for surface drains & channels all as sp. in MES SSR 2020. |
| 5 | M/L providing and Construction of Reinforced Cement Concretework of M-25 gradefor Base slab, footing with 20mm size IRC grade machine crushed chips and excluding cost ofreinforcement and including centering and shuttering works& cost of mixing, laying , curingetc., complete as per Technical Specification andas per direction of Engineer. Note : The Contractor has to carryout dewatering time to time during execution of concerting work and upto 48 house after execution of concerting works and no extra payment for dewatering or manpower will be paid by Cantonment Board. |
| 6 | M/L providing and Construction of Reinforced Cement Concretework of M-25 gradefor Walls, slabs pillar etcwith 20mm-12.5mm size IRC grade machine crushed chips and excluding cost ofreinforcement and cost of mixing, laying , curingetc., complete as per Technical Specification and as per direction of Engineer. Note : The Contractor has to carryout dewatering time to time during execution of concerting work and upto 48 hours after execution of concerting works and no extra payment for dewatering or manpower will be paid by Cantonment Board. OPC wil be used for conereting works. |
| 7 | S/f mild steel bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips. |
| 8 | Use & waste of formwork to faces of walls, retaining walls, etc vertical and soffits and sides of suspended slab, such as roof slabs, floor slabs, landings and columns similar work not exceeding 200 mm thick (Horizontal or sloping)fair finished surfaces all as sp. in MES SSR 2020.to batter fair finished surfaces all as sp. in MES SSR 2020. |
| 9 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. |
| 10 | Providing, supplying, fabricating, galvanising (as per specification), transporting, erecting and aligning and installing in position by bolting / welding / screwing of factory made inlet for intercept drains /water body fabricated using mild steel (Grade-E250, Quality-BR) conforming to IS:2062-2011, at all levels, in, drain covers, trench covers,etc. with all fittings and fixtures, (clips, bolts, self drilling and taping screws, nuts and lock washers)etc., complete as per direction of Engineer. |
| 11 | Demolishing Reinforced brickwork or RCC in suspended slabs, beams, lintels , walls etc. in cement mortar or cement concrete (reinforcement cut as required to facilitate demolition) |
| 12 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved upto 7 KM. |
| 13 | M/L for laying of reinforced concrete pipe class NP-2 ,800mm bore dia, laid & jointed complete with collars all as specified in MES SSR 2020. |
| 14 | M/L for laying of reinforced concrete pipe class NP-3, 800mm bore dia, laid & jointed complete with collars all as specified in MES SSR 2020. |
| 15 | M/L for laying of reinforced concrete pipe class NP-2 , 450mm bore dia, laid & jointed complete with collars all as specified in MES SSR 2020. |
| 16 | M/L for laying of reinforced concrete pipe class NP-3 , 450mm bore dia, laid & jointed complete with collars all as specified in MES SSR 2020. |
| 17 | M/L for laying of reinforced concrete pipe class NP-2 ,600mm bore dia, laid & jointed complete with collars all as specified in MES SSR 2020. |
| 18 | M/L for laying of reinforced concrete pipe class NP-3, 600mm bore dia, laid & jointed complete with collars all as specified in MES SSR 2020. |
| 19 | M/L for Providing C. concrete bed to drain pipes including packing under and haunching against the sides of pipes with concrete 1:3:6 after they are laid and tested all as specified in MES SSR, 2020. (800 mm dia) |
| 20 | M/L for Providing C. concrete bed to drain pipes including packing under and haunching against the sides of pipes with concrete 1:3:6 after they are laid and tested all as specified in MES SSR, 2020. (600 mm dia) |
| 21 | M/L for Providing C. concrete bed to drain pipes including packing under and haunching against the sides of pipes with concrete 1:3:6 after they are laid and tested all as specified in MES SSR, 2020. (450 mm dia) |
| 22 | M/l cement concrete interlocking block/tile (M-40) Viberator moulded, 80mm thick of shape as per sample laid over sand 25 to 40mm I block or similar ISI markes all as sp. in MES SSR 2020 |
