tender for providing of otm accn for single jcos of coy asc ( sup ) under ge missamari-- 1 excavating in trenches n.exc. 1.5 m width and n.exc. 1.5 m in depth for foundation in soft/loose soil & getting out, complete all as directed. 2 excavating in trenches exc. 1.5 m width andnot exc. 3.00 m in depth for foundation in mud soil & getting out as in fundation, complete alland directed. 3 surface dressing 15cm deep and getting outin soft/loose soil complete alland directed. 4 removing excavated material (soil) n exc 50 m & depositing where directed at a level n exc 1.5 m, complete all asdirected. 5 returning filling in, including spreading, levelling, watering & well ramming in layers not exc 25 cm, complete all as specified and directed. 6 m&l cement concrete with pcc type d2 1:4:8 using 40mm graded aggregate as in foundation, complete all as specified and directed. 7 m&l for brick work with burnt old size bricks built in cement mortar 1:6 straight or curved on plan exceeding 6mtr mean radius and all as directed. 8 m&l for brick work with burnt old size bricks built in cement mortar 1:4 straight or curved on plan to any radius in half thick walls andcomplete all as specified and directed.. 9 m&l rendering 15mm thick on other than fair faces of brick or concrete surfaces in cement mortar 1:6 finished even and fair (without using extra cement), complete all as specified and directed.. 10 m&l rendering 20mm thick with cement mortar 1:4on fair faces of brick workin two layers (10mm and 10mm) sperately mixed with and including water proofing compund in top layer as per manufacturers instruction and finishing the surfaces even and faircomplete all as specified and directed. 11 m&l for rendering 5 mm thick on ceiling or concrete surfaces in cement mortar 1:3 finished even and smooth without using extra cement, complete all as specified and directed. 12 m&l forrcc design mix m25 using 20 mm graded aggrgate for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass co, complete all as specified and directed. 13 m&l for rcc design mixm25 using 20 mm graded aggregate for 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 directed. 14 m&l forrcc designmixm25 using 20 mm graded aggregate for columns, pillars,posts and struts, complete all as specified and directed. 15 m&l for rcc design mix m25 using 20 mm graded aggregate for chajjascomplete all as specified and directed. 16 m&l form work for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, flat, rought finished surfaces of concerete complete all as specified and directed. 17 m & l formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc flat, rought finished surfaces of concerete complete all as specified and directed. 18 m & l form work for sides of pillars, posts, columns & similar works, square rectangular or polygonal flat, rought finished surfaces of concerete complete all as specified and directed. 19 m & l formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping) flat, rought finished surfaces of concerete complete all as specified and directed. complete all as specified and directed. 20 m & l for tmt reinforcement 10 mm dia and over cut to length bent to shape including cranking, banding spirally for hooping columns, hookingend and binding with and includingmild steel wire not less than 0.90 mm dia (annealed) complete all as specified anddirected . 21 s & f mild steel tmt bar 5 mm dia and over upto and including 10mm dia in strrups as inincluding cutting, bending and binding with and including mild steel not less than 0.9 mm dia (annealed)complete all as specified anddirected . 22 m&l treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. 23 m