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| 1 | Demolition of brick/stone/block masonry built in cement mortar incl coping etc complete in any position, locations etc. and removing the unserviceable debris outside MoD land complete all as specified and directed by Engineer-in-Charge. |
| 2 | Demolition of cement concrete in any position and paving n exc 15cm thick (below or above ground level) any positionand removing the rubbish outside MoD land complete all as specified anddirected by Engineer-in-Charge.. |
| 3 | M & L for cement concrete type C2, 1:3:6, (using 40 mm graded stone aggregate) as in surface channels and drains complete all as specified and directed by Engineer-in-Charge. |
| 4 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.. |
| 5 | Walling of random rubble uncoarsed, well bonded, bedded and solidly hearted, built in CM 1:6 using rubble obtain from demolition. |
| 6 | Extra over Granite or trap stone wallingfor hammer dressing with maximum depression on face from straight edgeheld against the dressed surface n exc 20mm to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses. |
| 7 | M&L for Pre-cast cement concrete block masonry in Type C1 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and built in CM 1:6 complete all as specifed and directed by Engineer-in-Charge. |
| 8 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engineer-in-Charge.. |
| 9 | M & L for Rendering 15mm thick in cement mortar 1:4 on fair faces of brick /concrete surfaces to be finished even and smooth (without using extra lime or cement) complete all as specifed and directed by Engineer-in-Charge.. |
| 10 | M & L for Rendering 20mm thick in cement mortar 1:4 on fair faces of stone surfaces to be finished even and smooth (without using extra lime or cement) complete all as specifed and directed by Engineer-in-Charge. |
| 11 | M&L Providing, cement concrete of 1:2:4 B1 (20mm graded aggregate) as incopings, bottom of drain etc complete all as specifed and directed by Engineer-in-Charge.. |
| 12 | Cutting or uprooting grass on old mud phuska, removing rubbish off the premises, cleaning surface of dranage area complete all as specified and as directed by Engineer-in-Charge.. |
| 13 | Cleaning of blockage in storm water or surfaces water drains with necessary excavation inside the drains carefully not exceeding 1.50 m wide & 1.50M depth and getting out all silt mixed with earth and other foreign materials from inside the drains. NOTE-Contractor would cleandrains either manually or through machinery as per site requirement and as directed by Engg-in-charge. Damage to drains,would be rectified by contractor without any extra cost while doing the job .width of drain would be measured at bottom for this purpose. |
| 14 | All as per Srl Item No 13 here-in-before but exc. 1.50m and n. exc. 3.00m wide. |
| 15 | Removing Silt from drain, culvert etc. and brooming down with steel wire brush, scraping down smoke shoot, moulds, moss and efflorescent salts and trading oil and greasy spots for width of drain exc. 3.00m etc complete all as specified and as directed by Engineer-in-Charge.. |
| 16 | Demolition of Re-inforced Cement Concrete in any position and any description including cutting of reinforcement bars to facilitate demolition and removing the rubbish outside MoD land complete all as specified and directed by Engineer-in-Charge.. |
| 17 | M&L for providing reinforcedcement concrete (1:2:4) type B-1 (using 20mm graded stone agg) as in cover slabs. complete all as directed by Engineer-in-Charge. |
| 18 | M & L for mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.. |
| 19 | M & L for mild steel TMT bars 6 to 8 mm dia, 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 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.. |
| 20 | Excavating in trenches, n exc1.5 m wide and n exc 1.5 m indepth; for foundation, etc. orfor shafts, wells, cesspits,manholes, pier holes, etc. nexc 10 sq m on plan and n exc1.5 m in depth and getting out in hard/dense soil. |
| 21 | Returning filling in, including, spreading levelling watering and well ramming in layers not exc 25cm in soft/loose soil etc complete all as specified and as directed by Engineer-in-Charge.. |
| 22 | Removing excavated material exc 250m but n.exc 500m and depositing where directed as in soilscomplete all as specified and as directed by Engineer-in-Charge.. |
