PROVN OF COMPOUND WALL FOR NEWLY ACQUIRED LAND NEAR OFFICER MESS AND REPAIRS TO FOOTPATH PCC PATH HARD STANDING INTERLOCKING PAVEMENT IN TECHNICAL AREA AND OFFICERS MESS AT MCC AF STN BASANT NAGAR

Amount

Demolition of un-reinforced Cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.

M & L for100 mm thick hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified and directed by Engineer-in-Charge.

M & L for 20-25 mm thick Sand cusion for laying of paver block tile complete all as specified and directed by Engineer-in-Charge.

M&L for 60 mm thickMachine pressed precast concrete inter locking Paver Block tiles with grey cement and Pigment complete all as specified and directed by Engineer-in-Charge.

M&L 75 mm thick PCC 1:2:4 type B2 (using 40 mm graded aggregate) as in floor and paving complete all as specified and directed by Engineer-in-Charge.

Forming construction joint 30 mm deep x 10 mm wide filled with sealing compound grade "A" complete all as specified and directed by Engineer-in-Charge.

Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) in roof kerbs, mud stops or chamfered on edges complete all as specified and directed by Engineer-in-Charge.

M/L for 300 x 300 x 25 mm thick cement concrete tiles machine pressed set,jointed and pointed with neat cement slurry cut and polished in floors over 15 mm thick bed screed in CM 1 : 6 complete all as specified and directed by Engineer-in-Charge.

S & F Mild steel work in hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 410 - O or Fe 310 - O complete all as specified and directed by Engineer-in-Charge.

M/L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint smooth finish complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in mud complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Removing Excavated soils exceeding 1.50 Km but not exceeding 5.0 Km and depositing where complete all as specified and directed by Engineer-in-Charge.

M/L for Plain Cement Concrete 1 : 4 : 8 Type D-2(using 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for RCC Type B1 1:2:4 (using 20 mm graded stone aggregate) in footing ,coloum ,slab on top of wall & Over RCC jally complete all as specified and directed by Engineer-in-Charge.

Form work to sides of concrete fdns, footings, bases of columns, raft and raft beams, sides and soffits of fdn and plinth beams and similar works complete all as specified and directed by Engineer-in-Charge.

M/L for Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 with and incld weep holes in brick work complete all as specified and directed by Engineer-in-Charge.

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

M/L for 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips qual complete all as specified and directed by Engineer-in-Charge.

Ditto all as above but 5mm dia and over up to 10 mm as in stirrups complete all as specified and directed by Engineer-in-Charge.

S & F Mild steel work in framed and hung gates, including Pintle hinges, stops, hand made sliding bolts etc. and similar work confirming to Fe 410 - O or Fe 310 - O complete all as specified and directed by Engineer-in-Charge.

M&L 2 coats of synthetic enemel painting to steel surfaces of any description, not otherwise described over 10cm width or girth over red oxide primer incl preparation of new surfaces complete all as specified and directed by Engr-in-Charge.

M&L for preparing new plastered surfaces and applying two coats of cement base paint on surfaces of walls complete all as specified and directed by Engineer-in-Charge.

M&L for providing 35 mm thick Precast Reinforced Cement concrete Type B0 (Using 12.5 mm graded stone aggregate) in 50 mm thick Jallies or louvers including all mouldings complete and set in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for providing cement concrete in roof kerb type BO 1:2:4 using 12.50 mm aggregate complete all as specified and directed by Engineer-in-Charge.

JAIPAL AND BROTHERS