REPAIRS TO HARDSTANDING, RETAINING WALL, PAVER BLOCK, AREA DRAINAGE , PLINTH PROTECTION, CULVERT AND OTHER BR MISC WORKS AT PANGODE MILITARY STATION TRIVANDRUM

Amount

Demolition of stone slabs/ tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar.

Demolition of cement concrete of any description in any position not otherwise specially provided for all as specified.

M&L 75mm thick cement concrete 1:3:6 type C2 (40 mm graded stone agg) finished even and smooth without using extra cement as in plinth/hard standing complete all as specified.

M&L 75mm thick cement concrete 1:3:6 type C2 (40 mm graded stone agg) as in sub base of floor.

M&L 20 mm thick screed bed or bedding layer of mortor for laying floor in CM(1:6).

M&L Chequered cement concrete tiles 400x400x20-25mm thick coloured set jointed and pointed in neat cement slurry in floors with grey cement and pigment.

Sand filling /cushioning under floors or in foundations including watering and consolidation

M&L for machine pressed precast concrete interlocking coloured paver block any shape and size confirming to IS 15658-2006 of 55 to 60 mm thickness , M-35 Grade with grey cement and pigment

M&L providing precast cement concrete in (kerb stone) 1:2:4 type B1 using 20mm graded aggreagate and set in cement motor 1:6.

M&L cement concrete in foundations, filling and mass concrete in type C2, 1:3:6 (40 mm graded aggregate)

Demolition of brick work/stone masonry built in cement mortar and removing the debris/rubbish to a distance n.exc 100m as directed by Engineer-in-Charge.

M&L Pre-Cast Cement Concrete block masonry type C1, 1:3:6 (using 20mm graded aggregate) with solid blocks exc 10 cm in width and setting in CM 1:4.

All as per item No 12 above but except materials.

M&Lfor Brick work with sub class ‘B’ bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6.

All as per item No 14 but except Bricks.

M&L for Walling of random rubble uncoursed, well bounded, bedded and solidly hearted and brought up to course and built in CM 1:6 all as specified and directed.

All as per item No 16 above but except stones.

M&L Flush pointing in cement mortor 1:4 on random rubble masonry, uncoursed or brought upto course.

Taking down of cement plaster incl hacking out of joints, hacking for key, scrubbing down with water etc

Rendering 15 mm thick cement plaster on fair faces of brick work/concrete in cement mortar 1:4, finished even and smooth with out using extra cement.

M&L PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping all as specified and directed.

Taking down chowkats or frames exc. 1.5 Sqm but not exc. 4 Sqm each (without taking off shutters from the frame)

S&F Aluminum door/windows using power coated aluminum section, including necessary joining cleats,glazing clips, rubber neoprene packing, handles aluminum snap beading screws etc powder coating of any colour (thickness of powder coating minimum 50 micron ) complete all as specified and directed.

S&F Door closer hydralulically regulated designation No 3 universal type, suitable for door shutters of 851 to 1000 mm width and weight between 61 to 80 Kg and fixed using aluminium extruded section all as specifieed by Engr-in-charge.

S&F Brass Mortice lock of 4 Levers, vertical type, of size 100mm.

S&F floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor (Overall length of cover plate 150mm).

S&F Double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminiumallow sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed.

S&F 12mm thick prelaminated particle board, exterior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to fimber frame work.

M&L Sheet glass ordinary quality and glazing with rubber neoprene packing in square exc 0.5 sqm in each pane 5.5 mm thick glass or all as specified and directed by engineer in charge.

M&L for Pre-cast concrete type B1 1:2:4 using 20 mm graded stone aggregate as in cover slab including necessary form work in CM 1:4

M&L deformed 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 MS wire (annealed) not less than 0.9 mm dia or securing with clips all as specified.

Taking down existing aluminium door frames including shutter exc. 1.5 Sqm but not exc. 4 Sqm and re-fixing the same opening after carry out the necessary repair all as speified and directed by engineer in charge.

Shilpa Engineers and Contractors

JEETH CONSTRUCTION

KEERTHI CONSTRUCTIONS

KENZ CONSTRUCTIONS

K R JOSEPH AND SONS

KVS ENGINEERING AND CONTRACTING SERVICES PVT LTD