|
| 1 | Demolition of brick work or stone / boulder masonry including all quoins, arches, pillars, etc. built in cement mortar or cement lime mortar including removing the debris from site to out site MoD land. |
| 2 | M&L for brick work with sub Class 'B' bricks using old size, straight or curved on plain exc 6.00 mtr mean radius and built in cement mortar 1:6 all as specified. |
| 3 | All as per item No. 2.00 above but except bricks (Note: - Old serviceable bricks obtained from demolition shall be re-used under under this item). |
| 4 | M&L for rendering 15 mm thick in cement mortar in 1:6 on fair faces of brick work or concrete surfaces inclusing finished even and fair surface without using extra cement all as specified. |
| 5 | Demolition of reinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition including removing the debris from site to out site MoD land. |
| 6 | M&L for precast cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in landing, manhole covers, slabs, chajjas, shelves and similar work with plain faces and setting in cement mortar (1:6) all as specified. |
| 7 | M&L for mild steel TMT bars 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified. |
| 8 | Demolition and breaking up drain pipes of 200 mm bore (salt glazed stoneware / AC / RCC) set in cement mortar all as specified. |
| 9 | Demolition and breaking up drain pipes of 150 mm bore (salt glazed stoneware / AC / RCC) set in cement mortar all as specified. |
| 10 | S&F for 200 mm bore Reinforced cement concrete pipe class NP-2, laid and jointed with collars in neat cement slurry all as specified. |
| 11 | S&F for 150 mm bore Reinforced cement concrete pipe class NP-2, laid and jointed with collars in neat cement slurry all as specified. |
| 12 | Excavation in trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth for foundation etc. or for manholes, cesspits, shafts etc not exc. 10 Sqm on plan and getting out in soft / loose soil all as specified. |
| 13 | All as per item No. 12.00 above but depth exc. 1.50 mtr and not exc. 3.0 mtr. |
| 14 | Removing surplus excavated soil to distance not exc. 50 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point all as specified. |
| 15 | Returning filling in including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick in each layer in soil all as specified. |
| 16 | M&L for cement concrete (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipes of 200 mm bore including packing under and haunching against the sides of pipe after they are laid and tested all as specified. |
| 17 | M&L for cement concrete (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipe after they are laid and tested all as specified. |
| 18 | M&L for cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in coping, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required all as specified. |
| 19 | M&L for cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete all as specified. |
| 20 | M&L for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete (1:2:4) type B-1 smooth finished, and reforming benching as required for 150 mm bore pipe all as specified. |
| 21 | M&L for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete (1:2:4) type B-1 smooth finished, and reforming benching as required for 200 mm bore pipe all as specified. Please Enable Macros to View BoQ information |
| 22 | M&L for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete (1:2:4) type B-1 smooth finished, and reforming benching as required for 200 mm bore pipe all as specified. Please Enable Macros to View BoQ information |
