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| 1 | Excavation in trenches not exc 1.5 m wide and not exc 1.5m deep and getting out in soft/ loose soil complete all as specified and directed. |
| 2 | Earthwork in excavation by mechanical means over area in any kind of soil (exceeding 30 cm deep\" 1.5 m in width as well as excedding 10 Sqm in plan area) including getting out and disposal of excavated earth lead up to 50 m and lead upto 1.5 m complete all as specified and directed. |
| 3 | All as per Srl item No. 2.00 above but exc 1.5 m but not exc 3 m deep complete all as specified and directed. |
| 4 | All as per Srl item No. 2.00 above but exc 3.00 m but not exc 4.5 m deep complete all as specified and directed. |
| 5 | All as per Srl item No. 2.00 above but exc 4.50 m but not exc 6.0 m deep complete all as specified and directed. |
| 6 | M&L for PCC 1:4:8 type D-2 using 40mm graded stone agg as in fdn filling, mass concrete etc complete all as specified and directed. |
| 7 | M&L for Brick work with Sub class \"B\" bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 8 | M&L for PCC 1:2:4 mix type B1 using (20mm graded stone aggregate) as in coping complete all as specified and directed. |
| 9 | M&L for 100mm thick PCC 1:2:4 type B 2 (40mm graded aggregate) as in sub base complete all as specified and directed. |
| 10 | M&L for 15mm thick cement plaster in CM 1:4 on walls surface or concrete incl finished surfaces shall be even and smooth without using extra cement complete all as specified and directed. |
| 11 | RCC Pipe 300mm bore dia in class NP-2 laid and jointed complete with collars complete all as specified and directed. |
| 12 | M&L for loose filling with broken stone or boulder aggregate of gauge 80-150mm as in filter bed complete all as specified and directed. |
| 13 | M&L for loose filling with broken stone or boulder aggregate of gauge 40/20 as in filter bed complete all as specified and directed. |
| 14 | M&L for coarse sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 15 | Precast RCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in cover slab and similar work includind necessary formwork set in cm 1:4 complete all as specified and directed. |
| 16 | M&L for mild steel bars 10mm dia & over cut to length bent to shape required including, crancking, bending spirally for hooping for columns, hooking ends andbinding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, quality confirming to TMT bars complete all as specified and directed. |
| 17 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 18 | M&L for RCC (nominal mix) Type B-1 1:2:4 (20 mmgraded aggregate) for slabs supported on walls, beams and column in floors, roofs, alndings, blaconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 19 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed. |
| 20 | Removing excavated material exc 250m but not exc 500 m and depositing where directed by Engr-in-charge at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 21 | M&L for Extra for forming fiar finished drain or channel 30cm inner girth in cement concrete, using extra cement, includingforms, mulds, mitred/ stopped ends etc complete all as specified and directed. |
| 22 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200mm bore, complete all as specified and directed. |
| 23 | M&L for Salt Glazed stone ware pipes 200mm diagrade \"A\" jointed with cement mortor, laid in trenches andincluding fittings of same grade, complete all as specified and directed. |
| 24 | Supply only Unplasticized PVC pipes of of 50mm dia as in perforated portion of precast slab for drain of pressure rating 10 kgf/sq. cm complete all as specified and directed. |
| 25 | S&F of 150mm dia PVC (SWR) rain water pipe perforated type single socket in any length with rubber ring/joint fixed to wall/ verticle, incl filling of aggreegate of 3-6mm size around the pipe & fixing of end cap/ bail plug etc complete all as specified and directed. |
| 26 | M&L for boring holes of dia 300mm hole upto 20m deep and 150mm dia GI pipe 3.0m below ground level and above ground level upto aggregate filling level complete all as specified and directed. |
