as as to certain hume pipe culverts near (s,t,q b block, mes complaint cell and behind shopping complex) at nausena baugh , visakhapatnam; 1 demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish out side md land to a distance exc 1.5 km but n.exe 5.00 km complete all as specified and directed. 2 demolition of un-reinforced cement concrete of any description and in any position not otherwise specifically provided for and removing rubbish out side md land to a distance exc 1.5 km but n.exe 5.00 km complete all as specified and directed. 3 demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc and disposal ofdebris and rubbish to a distance n.exe 100 m as directed by the engr-in-charge. 4 dismantling of cast iron or reinforced concrete drain pipes, 300 mm dia, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed. 5 m & l for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. 6 m&l for plain cement concrete 1:4:8 type d2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. 7 use and waste of form work to 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 battercomplete all as specified and directed by engineer-in-charge. 8 use and waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finish surface of concrete complete all as specified and directed 9 useand waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work n exc 200 mm thick ( horozontal or slopping) for rough finished surface flat or curved of concrete complete all as specified and directed by engineer-in-charge. 10 s & f high strength corrosion resistant tmt steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed. 11 s & f high strength corrosion resistant tmt bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed. 12 m&l for reinforced cement concrete m-30 (design mix) using 20mm graded stone aggregate as in foundation, plinth beams, bases of columns and mass concrete complete all as specified and directed by engineer-in-charge. 13 m & lfor reinforced cement concrete m-30 (design mix) (using 20 mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed 14 m&l for reinforced cement concrete m-30 (design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, desk slabs and in shelves. complete all as specified and directed by engineer-in-charge. 15 s & f reinforced concrete pipes, 300 mm bore dia, class np2, laid and jointed complete with collars complete all as specified and directed. 16 m & l for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, builtin cement mortar 1:4 complete all as specified and directed. 17 m & l for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:6using old size brick complete all as specified and directed. 18 m & l for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished the surfaces even and fair complete all as specified and directed. 19 demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (below or above ground level) and disposal ofdebris and rubbish to a distance upto outside md land to a distance exc 1.5 km but n.exe 5.00 km complete all as directed. 20 m & l for 100 mm thick, plain cement concrete 1:2:4,type b-2 (using 40 mm graded stone aggregate)as in sub-base of flooring, etccomplete all as specified and directed. 21 m & l for mild steelframed work such as grills, gratings, gates etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bar, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to fe-410-0 gde e-250 complete all as specified and directed. 22 m&l for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc primer complete all as specified and as directed.. 23 returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed. 24 removing excavated material not exc.1.5 km but nexc 5.00 km and depositing where directed at a level not exc 1.5 m above the starting pointcomplete all as specified and directed.