PROVN OF INTERLOCKING TILES ON BOTH SIDE OF ROAD AND OTHER SANCTIONED WORKS AT HATTIGOR MILITARY STATION UNDER GE RANGIA

Amount

Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge.

M&L cement concrete type C-2, 1:3:6 (using 40 mm graded stone aggregate)as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge.

S&F Mild steel flats etc., as in supports for stiffening of fencing, wall ties, hold fasts, wind ties, clamps and similar small articles etc. conforming to Fe-290 Gde E-165, complete all as per specified and as directed by Engineer-in-charge.

supply only chain link MS galvanisd fencing, any size or type, complete all as per specified and as directed by Engineer-in-charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as per specified and as directed by Engineer-in-charge.

S&F Mild steel round 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 grade Fe-410-w (Gde-E-250) quality-A, complete all as per specified and as directed by Engineer-in-charge.

S&F screw bolts (machine made) (diameter = 11 to 15 mm) with hexagonal or square head at one end and screwed the other or screwed both ends to be fitted with washers and one hexagonal or square nut n.exc. 05cm long MS Work as in bands , straps, supports or stays incl bolts, if reqd. , hold fasts, wall ties and similar small articles conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-charge.

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 primer complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously untreated steel surfaces of any description, not exc 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-charge.

S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe-290 (Grade E-165), complete all as specified and as directed by Engineer-in-charge.

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.

M&L for PCC (1:4:8) type D2 ( using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge.

M&L for brick work with sub class 'B' bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.

M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge.

M&L for 100mm thick PCC type C-2 1:3:6 using (40mm gradded aggregate) as in sub base, sub floors, pavings, ramp and floors etc., complete all as per specified and as directed by Engineer-in-charge.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 of 80 mm thickness of M-40 grade with grey cement and pigment, complete all as per specified and as directed by Engineer-in-charge.

M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge.

M&L for preparing new plastered surfaces and applying two coats of white wash on surfaces of walls, complete all as specified and as directed by Engineer-in-charge.

Removing excvated materials (soils) exceeding 250m but not exc. 500.00 m and deposited where directed at a level not exc. 1.50 M above the starting point in soil, complete all as specified and as directed by Engineer-in-charge.

M&L for 50 mm thick PCC type C-2 1:3:6 using (40mm gradded aggregate) as in sub base, sub floors, pavings, ramp and floors etc., complete all as per specified and as directed by Engineer-in-charge.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 of 60 mm thickness of M-35 grade with grey cement and no pigment, complete all as per specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.

M/S S.S. Construction

M/S SEWAK SINGH

M/S MICROAPPS SOFTWARE PRIVATE LIMITED