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| 1 | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits, man holes, pier holes, laying of cable etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed. |
| 2 | Excavation in trenches not exceeding 1.5 m wide for foundation or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sqm on plan and exceeding 1.50 in depth but not exc 3.0 m and getting out soft/loose soil complete all as specified and directed |
| 3 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm in soft / loose soil complete all as specified and as directed. |
| 4 | Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed. |
| 5 | Demolition of plain cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 6 | M & L for PCC 1:4:8 Type D-2 ( Using 40 mm graded crushed stone aggregate) as in foundation , filling, and mass concrete complete all as specified and directed. |
| 7 | M & L for PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) as in surface channel or drain including necessary form work complete all as specified and as directed. |
| 8 | M & L for PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in benching and coping, pole coping, cills, hold fasts, fixing of post, water trough etc. including necessary formwork (straight or curved) complete all as specified and as directed. |
| 9 | M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 10 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for all as specified and as directed. |
| 11 | M & L for precast RCC cover slab, 1:1.5:3 type A-1,(Using 20 mm graded crushed stone aggregate ) as in drain/manhole cover slab etc., and set in cement mortar 1:4 including necessary form work complete all as specified and as directed. Note : Reinforcement will be measured and paid seperately. |
| 12 | M & L for mild steel TMT bars 8 mm dia cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed. |
| 13 | Demolition of brick or stone masonry work built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed. |
| 14 | M&L for brick work with sub class ‘B’ bricks (locally available best quality) straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 complete all as specified and as directed. |
| 15 | M&L for pcc 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in bed for drain pipes 110/100 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 16 | M&L for pcc 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in bed for drain pipes 150/160 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 17 | M&L for pcc 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in bed for drain pipes 200 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 18 | M&L for 100mm bore salt glazed stone ware drain pipe grade 'A' laid in trenches and jointed in cement mortar including demolition and braking up old stoneware drain pipe complete all as specified and as directed.Note : For item No 18 to 22, Earth work shall be measured and paid separately under respective item. |
| 19 | M & L for 100mm bore reinforced concrete pipes, class NP2, laid and jointed with collars including demolition and braking up old stoneware drain pipe complete all as specified and as directed. |
| 20 | M & L for 150mm bore reinforced concrete pipes, class NP2, laid and jointed with collars including demolition and braking up old stoneware drain pipe complete all as specified and as directed. |
| 21 | S&F DWCPE (SN8) pipes, nominal dia 150 mm laid in trenches for sewer network, fixed and jointed with integral socket or coupler and EPDM sealing ring (depending on pipe ends) as per manufacturer including demolition and braking up old stoneware drain pipe complete all as specified and as directed.Make (DWCPE Pipe): Supreme, Prince, Berlia |
| 22 | S&F DWCPE (SN8) pipes, nominal dia 200 mm laid in trenches for sewer network, fixed and jointed with integral socket or coupler and EPDM sealing ring (depending on pipe ends) as per manufacturer including demolition and braking up old stoneware drain pipe complete all as specified and as directed.Make (DWCPE Pipe): Supreme, Prince, Berlia |
| 23 | M &L for Shingle filling laid in layers n exc. 15 cm thick, spread levelled, and bonded with earth for filling around the DWCPE pipes complete all as specified and as directed. |
| 24 | S&F in repairs, PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement, complete all as specified and as directed. |
| 25 | M&L for Cutting into existing manholes for connecting new drains of 150 mm internal dia of pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required complete all as specified and as directed. Please Enable Macros to View BoQ information |
