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| 1 | M&L for Precast RCC (1:2:4), Type B-1, using 20 mm graded stone aggregate as in precast cover slabs, set in CM 1:4, with and including demolition of existing u/s cover slabs of any description, removing rubbish off the permises, complete all as specified and as directed. Note: Reinforcement shall be measured and paid separately. |
| 2 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, with and including demolition of existing brick work of any description, complete all as specified and as directed. |
| 3 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, complete all as specified and as directed. |
| 4 | M&L PCC 1:4:8 type D2 (using 40mm graded granite stone aggregate) as in foundation, filling and mass concrete, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. |
| 5 | M&L for PCC 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in surface channels and drains, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. |
| 6 | M&L for PCC type B0 [1:2:4] using 12.50mm graded granite stone aggregate) as in copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, finished plain fair faces, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. |
| 7 | M&L for Cutting into existing manholes for connecting new drains, 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 B-1 smooth finished, and reforming benching as required, complete all as specified. |
| 8 | M&L for 110mm bore PVC (SWR) pipe single socketed in any length with jointed in CM 1:3, laid in trenches with collar, with and taking down existing PVC drain pipe of any description by breaking up PCC, complete all as specified and as directed. |
| 9 | M&L for 150mm bore PVC Foam core sewage pipe, single socketed in any length with jointed in CM 1:3, laid in trenches with collar, with and taking down existing PVC drain pipe of any description by breaking up PCC, complete all as specified and as directed. |
| 10 | M&L for 200mm dia Reinforced Concrete Pipe NP2, with bends, collars tec., laid in trenches and jointed, with and including cement concrete bed PCC 1:3:6, type C2 (using 40mm graded granite stone aggregate), forming cradles, laid, packing & haunching sides, laid and tested, including dismantling existing sewage line of any description, complete all as specified and as directed. |
| 11 | Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width as well as 10Sqm on plan) not exceeding 1.50 m in depth, including dressing of sides and ramming of bottoms, lift upto 1.5m, as in all kind of soil, complete all as directed by Engineer-in-Charge. |
| 12 | Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width as well as 10Sqm on plan) exceeding 1.5m but not exceeding 3.0m depth, including dressing of sides and ramming of bottoms, as in all kind of soil, complete all as directed by Engineer-in-Charge. |
| 13 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil, as in any type soil, complete all as specified. [Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.] |
| 14 | Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified. |
| 15 | M&L for Reinforcement TMT bars of Grade Fe–500D of 8mm to 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded, complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 16 | M&L for Reinforcement TMT bars of Grade Fe–500D of 8mm to 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded, complete all as specified and as directed. Please Enable Macros to View BoQ information |
