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| 1 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and directed. |
| 2 | Demolition of plain cement concrete in ground floor and paving n.exc 15cm thickness below or above ground level complete all as specified 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 200 mm thick in each layers of each 100 mm thick in pavings , with mix of flyash, 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 30cm thick, watering, ramming and compacted with vibratory/ power roller 8 to 12 tonn roller to required camber and gradient complete all as specified and as directed by Engr-in-Charge, laid in layers n. exc 15cm thick, spread, levelled and blinded with earth and rammed including watering complete all as specified and as directed. |
| 5 | M&L for cement concrete 1:4:8, Type D-2 (using 40 mm graded crushed stone aggregate) as in mass concrete etc complete all as specified and directed. |
| 6 | M&L or cement concrete (1:3:6) Type C-2 (using 40mm graded crushed stone aggregate) as in mass concrete etc complete all as specified and directed. |
| 7 | M&L for fly ash brick straight or curved on plan exc 6 mtr mean radius built in CM 1:4 complete all as specified and directed. |
| 8 | M&L for 15mm thick in CM 1:4 rendering on brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed. |
| 9 | M&L or cement concrete (1:2:4) Type B-2 (using 40mm graded crushed stone aggregate) as in surface channel & drains, complete all as specified and directed. |
| 10 | M&L for forming fair finished drain or channel of manholes inner girth of 80cm in cement concrete using extra cement including forms, mould mitered stopped ends etc, complete all as specified and directed. |
| 11 | M&L PCC 1:2:4 type B1 (20 mm graded stone aggs) as in coping, cill, lacing courses, plinth courses, string courses, kneelers etc and like including weathering, slightly rounded for chamfered angles and throating as directed rounded or chamfered on edges, complete all as specified and directed. |
| 12 | M&L Mild steel TMT bars 6 to 8 mm dia & 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 complete all as specified. |
| 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 | M&L for 600mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars, complete all as specified 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 specifiedand and as directed. |
| 16 | Returning filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm in soft/loose soil, complete all as specified and directed. |
| 17 | Removing excavated surplus soil exc 500mtr and upto 1.5km and depositing where directed at a level n.exc 1.5 mtr above the starting point, complete all as specified and directed. Please Enable Macros to View BoQ information |
