PROVISION OF CERTAIN SANCTIONED WORKS AT SHARIFABAD MIL STATION AND 2 RR BN UNDER AGE (I) CIF (K).

Amount

Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or for shafts, wells, cesspits, manholes etc., not exceeding 10 Sqm on plan and n. exc. 1.5 metre in depth and getting out, in any type of soil, complete all as specified and as directed by Engineer-in-Charge.

M&L for 200 mm bore reinforcement concrete pipe, Class NP2, laid in trenches and jointed in CM 1:1 and tested on concrete bed or directly on hard grounds, jointing and testing, complete, all as specified and as directed by Enginee-in- Charge. Note:- Excavation, earth work and concrete bed shall be measured and paid for separately under respective items of this BOQ.

Plain Cement Concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes 200mm bore, laid to falls including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge.

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 requiredcomplete all as specified and as directed by the Engineer-in-Charge.

Brick work with subclass 'B' bricks, straight or curved on plan exceeding 6 m mean radius, built in cement mortor 1:6, complete all as specified and as directed by Engineer-in-Charge.

Rendering 15 mm thick, on fair faces of brick or concrete surfaces in cement mortar 1:4 by mixing water proofing compound @ 3% by weight of cement and surfaces finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge.

Rendering 15 mm thick, on fair faces of brick or concrete surfaces in cement mortar 1:4 and surfaces finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge.

Supply only integral water proofing compound.

Plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete, complete all as specified and asdirected by Engineer-in-Charge.

Plain cement concrete 1:2:4, type B-1 ( using 20 mm graded crushed stone aggregate) as in lintels upto 1.50 metre clear span, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and asdirected by Engineer-in-Charge.

M&L Plain cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in channels/benching of manholes, drains, laid to shape and slope and surfaces finished even and smooth using extra cement, complete all as specified and asdirected by Engineer-in-Charge.

Providing precast reinforced cement concrete 1:2:4 type B-I, using 20mm graded crushed stone aggregate, as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 including necessary formwork, complete all as specified and as directed by Engineer-in-Charge. Note:- Reinforcement shall me measured and paid for separately.

TMT steel bars 8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-Charge.

S&F PVC (SWR) pipes, 110mm dia, single socketed, in any length with rubber ring joints, laid in floors or trenches, complete all as specified and as directed by the Engineer-in-Charge.

S&F PVC (SWR) bends/shoes any radius having bore 110mm , fixed in repairs, complete all as specified and as directed by Engineer-in-Charge.

Frame work such as grills,gate and intricated design incl MS angle,MS channel,flat iron, rounded bars,MS plate etc with ends of bars shouldered and or riveted or forget in to spikes incl welding as directed and fixed with screws, bolt etc incl dismantling of existing gate/grill conformimg to Fe 290,Gde E-165 complete all as specified as directed by the Engineer-in-Charge.

Construction of septic tank for 100 user (external dimension 8.36 mtr x 2.69 mtr x 2.4 mtr deep ) as per Drg No CESZ/TD-1079/2011 sheet No 1/1 to 1/2 including excavation, RFR, removal of surplus soil in any type of soil, plain cement concrete 1:4:8 in foundation, Brick work, RCC cover slab ,Vent shaft, making connection etc, complete all as specified and shown on drawing and as directed by Engr-In-Charge.

Construction of for 2.4 metre dia and 3.0 metre effective depth soakage well, including necessary excavation, RFR, removal of surplus soil in any type of soil, plain cement concrete 1:3:6 in foundation, honey combing masonry wall, with top ring of M-25 design mix concrete, intercepting chamber and screen chamber made of brick masonry in cement mortar 1:4, RCC cover slab in M-25 , interconnecting pipes of RCC/DWC, filled with brick bats etc as shown in Drg No CESZ/TD-1078/2011 sheet No 1/1, complete all as specified and shown on drawing and as directed.

Returning, filling in, including spreading , leveling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engineer-in-Charge.

Removing surplus excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified and as directed by Engineer-in-Charge.

M/S RAFIQ AHMAD SOFI AND SONS (BID ID -3139544)