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| 1 | M & Lfor excavating in trenches, n.exc. 1.5m wide and n. exc 1.5m in depth, for foundation, etc and getting out in any type of soil, complete all as spd and directed by engineer-In-charge. |
| 2 | M&L for Plain cement concrete type D2 1:4:8 (usingh 40 mm graded granite stone aggregate) in foundations, filling and mass concrete. |
| 3 | Demolition of brick work built in cement mortar including coping as in foul position for manhole & drain etc and removing to a distance exceeding 50m but n.exc. 100 m complete all as specified and directed. |
| 4 | M&L for brick work built in CM (1:4) with sub class \"B\" brick straight or curved exc 6m mean radius asin foul condition for manhole etc complete all as specified and directed. |
| 5 | M&L Rendering 15mm thick on fair facesof brick work or concrete surface in CM 1:4finshed even and smooth without using extra cement complete all as specified |
| 6 | M&L forprecast RCC type B-1 1:2:4 (using 20mm graded crushed stone aggregates)in cover slab( for manholes)and smilar articles with plain faces and set in cm 1:4 all as directed and specified by Engineer-in- Charge. |
| 7 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, ending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mmdia or securing with clips with Fe 500 grade fcomplete all as specified. |
| 8 | M&L PCC 1:2:4 using 1:2:4type B-1 (using20mm graded crushed stone aggregate ) as in coping, benching of man holes including weathering slightly rounded or chamfered angles complete all as specified & directed. |
| 9 | M&L Concrete bed to drain pipes of dia 150mm including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) complete all as specified. |
| 10 | M&L for 150MM dia reinforced concrete pipes, class NP3 with collars laid in trenches and jointed as specified and as direcrted by Engineer-in-Charge. |
| 11 | Returning, filling incl spreading leveling watering and well ramming in layers n exc 25 cm thick each layer complete all as specified and directed by Engr -In Charge. |
| 12 | Removing excvated soil to a distance n exc 50m and depositing where directed at a level n exc 1.5 m above the starting point, complete all as specified and directed by Engr -In Charge. |
| 13 | S&FMS Work for manholes coverframe and similar small articles conforming to Fe-290 Gde-E-165 . |
| 14 | Cutting in to existing manholes for connecting new drains, making good to pipe & rendering cutting out existing benching for and forming branch channel in cement concrete1:2:4 typeB-1 smooth finished and reforming benching as required for 110 mm bore drain pipe. |
| 15 | Taking down rain water pipes (any size or pattern) including all fittings bends etc complete all as specified and directed. |
| 16 | S&F 75mm PVC (SWR) pipes single socketed in any length with rubber ring joints Fixed to wall with clamp complete all as specified and directed. |
| 17 | S&F in repair 75mm PVC(SWR) bends any radius with access door complete all as specified and directed. |
| 18 | S&F in repair 75mm PVC (SWR) branch piece, double (double Y) equal or unequal with access door complete all as specified and directed. |
| 19 | S&F in repair 75mm PVC (SWR) junction double, (double T), equal or unequal with access doorcomplete all as specified and directed. |
| 20 | S&F in repair 75mm PVC (SWR) couplers complete all as specified and directed. |
