PROVN OF SEPTIC TANK AND SOAKAGE WELL INCLUDING SEWERAGE LINE AT 27/02 , 25/02 CAMP AND DDL UNDER AGE BR-I AT YOL CANTT

Amount

Excavation in trenches n exc 1.5 metre wide & n exc 1.5 metre in depth for foundation etc or for shafts, wells, cesspits manholes, pier holes etc n. exc 10 Sqm on plan n exc 1.5 metre in depth and getting out in any type of soil, complete all as specified.

Excavating over areas, n exc 1.5 m deep and getting out in any type of soil, all as specified.

Excavating over areas, exc 1.5 m deep but n. exc 3.00 m deep and getting out in any type of soil, all as specified.

Excavating over areas, exc 3.00 m deep but n. exc 4.50 m deep and getting out in any type of soil, all as specified.

Returning filling in including spreading, levelling, watering and well ramming in layers not exc.25cm thick each layer of soil all as specified.

Removing excavated material not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified.

Plain cement concrete M-7.5, nominal mix, D-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified.

Plain cement concrete M-15, nominal mix, type B-2, using 40 mm graded mechanically crushed stone aggregate as in flooring in 200mm thick, surface all as specified.

Brick work with fly ash bricks, old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6m with bricks roughly cut to radius or bricks with wedge shaped joints built in cement mortar 1:4 (1 cement : 4 coarse sand), complete all as specified.

Brick work with fly ash bricks, old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 (1 cement : 4 coarse sand), complete all as specified.

Brick work with fly ash bricks, old size bricks having crushing strength not less than 75 Kg/Sqcm, Brickwork with fly ashbricks in one brick thick honeycomb walling, built in cement mortar 1:4 (1 cement : 4 coarse sand), complete all as specified.

Rendering cement plaster 20mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) on brick wall or concrete surfaces, surface finished even and smooth without using extra cement with WPC , all as specified. Note :- water proofing compound shall be measured and paid separately

Rendering plaster 20mm thick in cement mortar 1:4 (1 cement :4 coarse sand) on brick wall or stone wall surfaces, surface finished even and smooth without using extra cement, all as specified.

Loose filling with aggregates of borken bricks,of gauge 80 to 150 mm insoakage pits, soakage wells, complete all as specified.

75mm bore, Cast iron soil, waste and vent pipes (sand cast pipe), in any length with or without ears, with cement joints,fixed to wall or in floors, complete all as specified.

Reinforced concrete pipes, class NP2, laid and jointed complete with collars, bore of pipe 150mm, all as specified.

Plain cement concrete M-7.5 type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for internal dia of pipe 150 mm, all as specified.

Supply only intergal water proofing compound, complete all as specified.

Reinforced cement concrete (design mix) M-25 ( using 20mm graded crushed stone aggregate) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses®s, all as specified.

Reinforced cement concrete (design mix) M-25 ( using 20mm graded crushed stone aggregate) as in lacing course other similar bends, coping, bands plates for serving hold fasts etc. and the like including weathering slighting rounded or chamfered angles and throating complete all as specified. Note:- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement shall be measured and paid separately.

Reinforced cement concrete (design mix) M-25 ( using 20mm graded crushed 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.

Precast RCC cement M-15 nominal mix, type B-1, using 20mm graded crushed stone aggregate as in landings, cover slab (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match, complete all as specified.

Formwork to 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 roughly finished flat surfaces of concrete, all as specified.

Formwork to soffits of suspended slabs such as roof slabs, floorslabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), etc. For roughly finished flat surfaces of concrete, all as specified.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide for roughly finished flat surfaces of concrete, all as specified.

TMT bars 10mm 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 0.9mm dia or securing with clips , all as specified.

TMT bars 6 to 8mm dia 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 or securing with clips as in stirrups, spacers and binders, all as specified.

gani bhatti and co

surinder kumar jindal bros

VIJAY KUMAR LAKHNI