|
| 1 | M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth but not exc 1.5mtr, 1.5 m in widthincluding getting out and disposal of all kind of soilexcavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge |
| 2 | M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5 mtr in depth, but not exc 3mtr, exc1.5 m in widthincluding getting out and disposal of all kind of soilexcavated earth lead upto 50 m and lift upto 3 mtr, as directed by Engineer-incharge |
| 3 | M&L for excavating over areas, n exc 1.5 m deep and getting out soft/loose soil complete all as specified and directed by Engr-in-Charge |
| 4 | M&L for Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation and mass filling in drains complete all as specified and directed by Engr-in-Charge |
| 5 | M&L for Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation and mass filling in drains complete all as specified and directed by Engr-in-Charge |
| 6 | M&L for brickwork with subclass ‘B’ old size bricks in cement mortar 1:6 straight or curved on plan exc 6 mtr mean radius complete all as specified and directed by Engr-in-Charge |
| 7 | M&L Rendring 15mm thick on fair faces of brick work or concrete surfaces with water proof compound (LWPC will be measured and paid seperately) on wall in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.Note :- Water proofing compound shall bemeasured and paid seperately under respective item. |
| 8 | Supply only integral liquid water proofing compound (ISI marked) complete all as specified and directed. |
| 9 | M&L for reinforced cement concreteM-25 (Design Mix) (using 20mm graded stone Agg) 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 directedby Engr-in -Charge. |
| 10 | M&L for formwork to sides of concrete rough finished surface of concrete with flat to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work;exceeding 200mm thick (Horizontal or sloping) complete all as specified and directedby Engr-in -Charge. |
| 11 | M&L Mild steelTMT bars 8mm 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 0.9mmdia or securing with clips quality conforming to TMT bar complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L for Removal of excavated material (soil) to a distance exc 50m but notexc 250 mtrand depositing where directed at a level n.exc 1.5m above or below the starting pointcomplete all as specified & directed by Engr-in-Charge. |
| 13 | M&L for drilling 200 mm dia bore holes Boring for Bored upto 20 metres in soil and getting out and disposal of spoil to a distance 50 metres complete all as specified and directed by Engineer-in-charge. |
| 14 | S&F UPVC Pipes (SCH-80)casing pipe 150mm bore ISI marked, plain with bail plug at the bottom of each bore & including necessary fittings complete all as specified and directed by Engineer-in-charge. |
| 15 | M&L for pea gravel / fine aggregate spread and leveled in trenches / recharging wells complete all as specified and directed by Engineer-in-charge. |
| 16 | M&L for gravel 5 to 10mm size spread and leveled in trenches / wells complete all as specified and directed by Engineer-in-charge. |
| 17 | M&L forloosefilling with aggregates of guage 80mm to 150mm size spread and leveled in trenches/wells etc complete all as specified and directed by Engineer-in-charge. |
| 18 | S&F reinforced concrete pipes, class NP 2, 300mm bore with one collar per length of pipe fixed in trenches / rechare pits etc for connecting / by pass arrangements complete all as specified and directed by Engineer-in-charge. |
| 19 | M&L for PCC (1:2:4) TYPE B1 (using 20mm graded stone aggregate) as in coping and other similar bands incl weathering, slightly rounded or chamfered, angles and waste of form work throating as directed incl necessary form work complete all as specified and directed by Engr-in-Charge |
| 20 | M & L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate in surface channels or drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engr-in-Charge |
