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| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose of soil complete all as specified. |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed |
| 3 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but n.exc 3.00 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed |
| 4 | M & L PCC 1:4:8 type D2 (40mm graded aggregate) as in foundations, filling and mass concrete including necessary formwork complete all as specified and directed. |
| 5 | M & L PCC 1:2:4 type B2 (40mm graded aggregate) as in foundations, filling and mass concrete including necessary formworkcomplete all as specified and directed. |
| 6 | M & L for Pre-cast cement concrete block masonry with solid blocks with type C1 1:3:6 (20mm graded aggretate) , exc. 10 cm in width and setting in mortar 1:6, complete all as specified and directed. |
| 7 | M & L for providing precast cement concrete solid building blocks or slabs 10cm thick (with plain or interlocking joints as directed) setting in mortar 1:6, complete all as specified and directed. |
| 8 | M & L for providing cement concrete 1:2:4 type B1 (20 mm graded stone aggregate) as in coping complete all as specifed and directed. |
| 9 | M & L for rendering 15mm thick in CM 1:6 on concrete or brick masonry surfaces and finishing the top surface even and fair without using extra cement complete all as specified and as directed. |
| 10 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as specified and directed. |
| 11 | Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. |
| 12 | M & L for lowering, laying, laying and jointing double wall corrugated pipe of 150mm dia in trenches for non pressure underground drainage and sewerage pressure underground drainage and seeerage applications of SN-8 class and joining the same into the manhole complete as specified by the Engineer-in-Charge. Make : - Astral, Supreme, SFME or equivalent as approved by GE. |
| 13 | M & L loose filling with brick bats aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and as directed. |
| 14 | M & L reinforced cement concrete with nominal mix M-30 as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 15 | M & L formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick with flat rough surfaces of wall complete all as specified and as directed. |
| 16 | M & L RCC M-30 (nominal mix) as in Beams, cantilevers, bressummers, lintels complete all as specified and as directed. |
| 17 | Formwork to sides and soffits of floor or roof beams, beam launchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.with rough finished surface flat complete all as specified and as directed. |
| 18 | M&L for precast cover slab with 1:2:4 type B1 using 20mm graded stone aggregate incl cost of use and waste of clean sawn wooden form work but excl cost of reinforcement all as specified incl removal of existing unserviceable cover slab. |
| 19 | M&L for TMT bars 10mm dia and over cut to length, bent to shape required incl cranking and hooking ends and binding with MS wire (annealed) of dia not less than 0.90mm complete all as specified and directed. |
| 20 | M&L TMT bars 5 to 8 mm 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 0.9mm dia as in stirrups complete all as specified and directed. |
| 21 | S & F 20 mm dia MS rungs complete all as directed. |
| 22 | S & F for 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or tin floors complete all as directed. |
| 23 | S & F for 110 mm dia pvc (SWR) bend any radius complete all as directed. |
| 24 | S & F 110 dia PVC (SWR) Vent cowl complete all as directed. Please Enable Macros to View BoQ information |
