SPECIAL REPAIRS TO SEWAGE LINE AT DAD POOL ACCOMMODATION ABE PARK UNDER AGE BR II OF GE ND VISAKHAPATNAM

Amount

Excavation in trenches not exc 1.5m wide and n. exc 1.5m deep for foundations, etc and getting out in soft/loose soil complete all as specified and directed.

All as per item No.1 above but exc 1.5m and not exc 3.0m in depth for foundations, etc and getting out in soft/loose soil complete all as specified and directed.

Excavation over areas not exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed.

All as per item No. 3 above but for each additional 1.5m or part threof in depth beyond first 1.5m deep

Returining filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm thickness as in soil complete all as specified and directed.

Removing excavated material /soil to a distance exceeding 250m but not exc 500m and depositing where directed complete all as specified and directed.

M & L for brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 using old size bricks including demolition of old brick work complete all as specified and directed.

Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of concrete flat complete all as specified and directed.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits of plinth beams and similar work for fair finished surfaces of concrete flat complete all as specified and directed.

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 fair finished surfaces of concrete flat complete all as specified and directed.

Use and waste of formwork to Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide for fair finished surfaces of concrete flat complete all as specified and directed.

M & L for RCC M-30 (Design Mix) using 20mm graded stone aggregate as in foundations, rafts, footings, plinth beams, basement slabs etc complete all as specified and directed.

M & L for RCC M-30 (Design Mix) using 20mm 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.

M & L for RCC M-30 (Design Mix) using 20mm graded stone aggregate as 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 directed.

M & L for salt glazed stone ware drain pipes 150mm dia grade 'A' laid in trenches and jointed complete including demolition and breaking up existing drain pipes set in cement mortar complete all as specified and directed.

M & L for salt glazed stone ware drain pipes 200mm dia grade 'A' laid in trenches and jointed complete including demolition and breaking up existing drain pipes set in cement mortar complete all as specified and directed.

M & L for salt glazed stone ware drain pipes 300mm dia grade 'A' laid in trenches and jointed complete including demolition and breaking up existing drain pipes set in cement mortar complete all as specified and directed.

M & L for cement concrete 1:3:6 type C2 using 40 mm graded stone aggrerate as in bed concrete to drain pipes 150 mm bore including packing under & haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M & L for cement concrete 1:3:6 type C2 using 40 mm graded stone aggrerate as in bed concrete to drain pipes 200 mm bore including packing under & haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M & L for cement concrete 1:3:6 type C2 using 40 mm graded stone aggrerate as in bed concrete to drain pipes 300 mm bore including packing under & haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M & L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for internal dia of pipe 150mm complete all as specified and directed.

M & L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for internal dia of pipe 200mm complete all as specified and directed.

Taking down cement plaster on brick work or stone masonry walls, etc including raking out joints, hacking for key, scrubbing down with water, etc complete and removal of debris all as directed.

Demolition of unreinforced cement concrete of any description in any position and removal of debris outside MD land complete all as directed.

M & L for PCC 1:3:6, type C-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as directed.

M & L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth with out using extra cement complete all as specified and directed.

Demolition of Reinforced cement concrete of any description in any position and removal of debris outside MD land complete all as directed.

M & L for PCC 1:2:4, type B-1 using 20mm graded stone aggregate as in surface channels and drains complete all as directed.

M & L for Precast RCC 1:2:4, type B-1 using 20mm graded stone aggregate as in landings, cover slabs (for manholes), shelves including necessary formwork, and the like and set in CM 1:4 complete all as specified and directed.

M & L for PCC 1:2:4, type B-1, using 20mm graded stone aggregate as in cast in copings, bed plates and similar work including weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work complete all as specified and directed.

M & L for TMT bars 10mm dia and over, as in reinforcement 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 0.9mm dia complete all as specified and as directed.

M & L for TMT bars 6 to 8mm dia and over, as in reinforcement 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 0.9mm dia complete all as specified and as directed.

S & F mild steel framed work as in grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars, barred iron doors; ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe.290 Gde-E-165complete all as directed

Extra for forming fair finished drain or channels of 45cm inner girth in cmenet concrete using extra cement including making forms, moulds, mitred / stopped ends complete all as specified and directed.

Supply and loose filling in soak pit / sokage well with broken brick bats of gauge 80 to 150mm complete all as specified and directed.

S & F 110mm bore PVC (SWR) soil, waste and vent pipes, Single socketed in any length with rubber ring joints laid in trenches or floors complete all as specified and directed.

M & L for 110mm bore PVC (SWR) bends any radius complete all as specified.

M & L for 110mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified.

M & L for 75mm bore PVC (SWR) vent cowl complete all as specified.

M & L for brick work with sub class 'B' bricks in one brick thick honey comb walling built in CM 1:6 complete all as specified and directed.

Rough excavation not exceeding 1.5m deep and getting out in soft / loose soil

M & L for preparation of newly decorated surfaces of walls and applying three coats of white wash complete all as specified and directetd.

M & L for Salt glazed stoneware gully trap of size 150x100mm, square or round mouthed, type 'P' complete all as directed

S & F Cast iron work grade FG-150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, top valve boxes, gate stops, parts of ranges, balusters and similar articles not exc 5 Kg each complete all as directed

Material & Labour for cleaning of blockages in storm water drain of any size by pumping out the water completely, removing the silt / soil / debris / sludge and other materials by suitable means and disposal to out side MD land and cleaning the complete area including making good any damages complete all as directed.

ALLURI CONSTRUCTIONS

Y RAMESH

Balaji Enterprises