Construction of sewer line and man hole in Subhash Nagar( near football ground to oxidation pond and type III to Oxidtion pond in Eastland estate area at OF Katni..

Amount

Excavation in trenches, n exc. 1.5m wide and n. exc. 1.5m in depth, for foundation etc. or for shafts, wells, cesspits, manholes etc. n. exc. 10 Sq. M. on plan and n. exc. 1.5m in depth and getting out in Soft/ loose Soils etc. including trimming bottom and sides of trenches, levelling/grading and ramming bottom of excavation complete all as specified and directed.

Excavation in trenches, exc. 1.5m wide and exc. 1.5m in depth (each additional 1.5 m in depth beyond the first 1.5 m i.e depth 1.5m to 3.0m) for foundation etc. or for shafts, wells, cesspits, manholes etc. n. exc. 10 Sq. M. on plan and exc. 1.5m in depth and getting out in Soft/ loose Soils etc. including trimming bottom and sides of trenches, levelling/grading and ramming bottom of excavation complete all as specified and directed.

Excavation in trenches, exc. 1.5m wide and exc. 1.5m in depth (each additional 1.5 m in depth beyond the first 1.5 m i.e depth 3m to 4.5m) for foundation etc. or for shafts, wells, cesspits, manholes etc. n. exc. 10 Sq. M. on plan and exc. 1.5m in depth and getting out in Soft/ loose Soils etc. including trimming bottom and sides of trenches, levelling/grading and ramming bottom of excavation complete all as specified and directed.

M & L, Cement concrete in foundations, filling and mass concrete Type-C-2, 1:3:6 (40 mm graded aggregate) all as specified and directed.

M & L, R.C.C. (nominal Mix)Type-B-1,1:2:4 (20 mm graded Aggregate) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed.

M & L, R.C.C. (nominal Mix)Type-B-1,1:2:4 (20 mm graded Aggregate) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses all as specified and directed.

M & L, R.C.C. (nominal Mix) Type-B-1,1:2:4 (20 mm graded Aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed.

M&L, Form work 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 for fair finished (curved) surfaces of concrete all as specified and directed.

M&L, 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 (curved) surfaces of concrete all as specified and directed.

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) for fair finished (curved) surfaces of concrete all as specified and directed.

S&F,Mild steel TMT bars 10 mm 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 0.9 mm dial or securing clips all as specified and directed.

S&F,Mild steel TMT bars 06mm to 08 mm 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 0.9 mm dial or securing clips all as specified and directed.

M&L, Reinforced concrete pipes, class NP3, laid and jointed complete with collars. Bore of pipe 250 mm all as specified and directed.

M&L, Reinforced concrete pipes, class NP3, laid and jointed complete with collars. Bore of pipe 300 mm all as specified and directed.

M&L, Reinforced concrete pipes, class NP3, laid and jointed complete with collars. Bore of pipe 450 mm all as specified and directed.

M&L, Providing precast cement concrete Type-B-1,1:2:4 (20 mm graded Aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, all as specified and directed.

M&L 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 B-l smooth finished, and reforming benching as required; Internal dia of pipe 150 mm, all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm - Soft/loose soil, all as specified and directed.

M&L, Brick work with sub class 'B' bricks, straight or curved on plan exc 6 M mean radius,built in 1:6 cemnt mortar, all as specified and directed.

M&L, Rendering 15 mm Thick on fair faces of brick work or concrete surfaces,rendering is to be finished even and smooth without using extra cement in 1 : 3 cement plaster all as specified and directed.

M&L, Rendering 15 mm Thick on fair faces of brick work or concrete surfaces,rendering is to be finished even and smooth without using extra cement in 1 : 4 cement mortar, all as specified and directed.

Earth work in excavation of All kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge

Removing excavated material exc. 250m and depositing where directed at a level n exc. 500 m above the startin pgoint all as specified and directed.

DEMOLITION/DISMANTLING of Concrete of any description and in any position not otherwise specifically provided for Cement concrete (unreinforced) all as specified and directed.

Supply and laying HDPE Pipes PN 10, Bore 150 mm. Including fittings (bends, tee, sockets etc.) and jointing and jointing materials all as specified and directed.

AMARNATH ENTERPRISES (BID ID -730533)

AISHWARYA ENTERPRISES (BID ID -735733)