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| 1 | Demolition of brick work built in lime mortar or cement lime mortar incl all quoins, arches pillars etc and removing unserviceable material exc 100 mtr as complete all as spd and directed. |
| 2 | Demolition of cement concrete(unreinforced) of any description and in any position not otherwise specifically provided for and removal of rubbish off the site complete all as spd and directed. |
| 3 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 4 | M&L for pavings in layer, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 5 | M & L for Cement concrete (1:4:8) Type D2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass-concrete complete all as specified and directed. |
| 6 | M & L for Cement concrete (1:3:6) Type C2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass-concrete complete all as specified and directed. |
| 7 | M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 complete all as spd and directed. |
| 8 | M&L for cement concrete type B-1, 1:2:4 (using 12.5 mm graded crushed stone aggregate) in surface channels and drains for benching complete all as specified and directed. |
| 9 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) and finish smooth & even with using extra cement complete all as specified and directed. |
| 10 | M&L for forming fair finish drain channel inner girth 80 cm in girth in cement concrete using extra cement complete all as specified and directed. |
| 11 | M&L for Providing cement concrete type B-1, 1:2:4 (20mm grades aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc including frames (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar 1:4 complete with joints to match complete all as spd and directed. |
| 12 | M & L for TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 13 | S&F TMT reinforcement bar, conforming to Fe-500, 5mm dia and upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as binding with and including mild steel wire (Annealed) not less than 0.9mm dia or securing with clips all as specified. |
| 14 | S&F for 600mm bore reinforced concrete pipes, class NP3 , laid and jointed complete all as spd and directed. |
| 15 | Material and labour for cement concrete bed to drain pipe for 600mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specified and as directed. |
| 16 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed. |
| 17 | Removing excavated material exc. 500 m or part thereof beyond 500 m and upto total distance of 1.5 km at a level not exc. 1.5 m above the starting point complete all as specified and as directed. Please Enable Macros to View BoQ information |
