REPAIRS TO COMPOUND WALL IN RESIDENTIAL AREA AT CVRDE AVADI

Amount

Demolition of brick work built in cement mortar including all pillars etc complete all as specified and directed by Engineer-in-charge.

Removing cement mortar from and cleaning bricks, stacking for measurement including all extra handling and removal and disposing off rubbish complete all as specified and directed by Engineer-in-charge.

Demolition of Reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete of any description and any position not otherwise specifically provided for complete all as specified & directed

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge.

RCC Type B1 1:2:4 (using 20mm graded stone aggregate) in footing and plinth beams complete all as specified and directed by Engineer-in-charge.

RCC Type B1 1:2:4 (using 20mm graded stone aggregate) in columns complete all as specified and directed by Engineer-in-charge.

RCC Type B1 1:2:4 (using 20mm graded stone aggregate) in bands complete all as specified and directed by Engineer-in-charge.

Form work to side of concrete foundation footing and plinth beams and similar work vertical or to better finished rough and flat surface complete all as specified and directed by Engineer-in-charge.

Formwork to sides of RCC/PCC bands in walls and similar work all exceeding 20cm wide complete all as specified and directed by Engineer-in-charge.

Form work to sides of square, rectangular of polygonal columns finished fair etc complete complete all as specified and directed by Engineer-in-charge.

M&L mild steel 10mm dia TMT bars and over cut to length bent to shape required including cranking, bending spirally for hoofing to columns hooking ends binding with and including mild steel wire not less than 0.9mm dia confirming to IS 1786 complete all as specified and directed by Engineer-in-charge.

all as per ser item No 12 above, but 6mm to 8mm dia all as specified and directed by Engineer-in-charge.

All as per ser item No 12 but 5mm and over including 10mm dia in stirrups, specers and binders complete all as specified and directed.

M&L for Providing precast cement concrete 1:2:4 type B0 (using 12.5mm graded stone aggregate) louvres and jallies, 40mm thick (measured solid), including all mouldings set in cement motar 1:4 all as specified and directed by Engineer-in-charge.

M&L for Providing precast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) but in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, including all mouldings set in cement motar 1:6 all as specified and directed by Engineer-in-charge.

Providing, cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in lintels upto 1.5m 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, bed blocks, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and directed by Engineer-in-charge.

M&L for Brickwork with fly ash bricks in CM 1:6 straight or curved on plan exc 6 m mean radius all as specified and directed by Engineer-in-charge.

M&L for Brickwork with flyash bricks, straight or curved on plan to any radius in half brick thick walls, built in cement motar 1:4 all as specified and directed by Engineer-in-charge.

Brickwork with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 except bricks (old bricks to be used recd from demolition under item No 1) complete all as specified and directed by Engineer-in-charge.

Taking down cement or cement lime plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. all as specified and directed by Engineer-in-charge.

Rendering 10mm thick CM 1:6 on fair face of brick work or concrete surfaces finished even & smooth complete all as specified and directed by Engineer-in-charge.

Rendering 15mm thick CM 1:6 on surface other than fair faces of brick work finished even & smooth, complete all as specified and directed by Engineer-in-charge.

S&F MS angle iron as in fencing post including cutting tops to shape, drilling holes, notching for wire etc, including all necessary drilling, bolting or reverting etc conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-charge.

S&F framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 all as specified and directed by Engineer-in-charge.

Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any all as specified and directed by Engineer-in-charge.

S&F Welded steel wire fabric supplied and fixed complete to wood or steel members weight exc 4 KG per Sqm all as specified and directed by Engineer-in-charge.

Preperation of new steel surface and applying two coats of synthetic enamel paint over one coat of red oxide primer etc over 10cm width or girth complete all as specified and directed by Engineer-in-charge.

Preperation of old steel surface and applying two coats of synthetic enamel paint etc over 10cm width or girth complete all as specified and directed by Engineer-in-charge.

S&F galvanised stranded, steel barbed wire 2.24mm dia barbed 100RM with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including , fencing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc all as specified and directed by Engineer-in-charge. (Each line wire to be measured)

Preparation of new plastered surface and apply two coat of cement paint over a coat of primer all as specified and directed by Engineer-in-charge.

Complete removal of existing finishes of old plastered surface and apply two coat of cement paint over a coat of primer all as specified and directed by Engineer-in-charge.

M&L Broken Glass coping on top of wall by fixing broken glass CM 1:3 all as specified and directed by Engineer-in-charge.

Black bituminous paint on surfaces of steel exceeding 10cm in width or girth all as specified and directed by Engineer-in-charge.

Dismantling of steel gates having width exc 3.0mtr & not exceeding 5.00 mtr (Single or set of two) to facilate the repairs and refixing in the same all as specified and directed by Engineer-in-charge.

Dismantling structural steel work including doors, gates but excluding framed truss etc all as specified and directed by Engineer-in-charge.

S&F framed steel work for framed and hung as gates(consist of MS angles, channels, flat, bars, MS plates etc.), including pintle hinges, stops, guide rails of FI, rolers, hand-made sliding bolts, etc. conforming to Fe 290Gde -E-165 complete all as specified in drg or directed by Engr-in-Charge.

S&F steel work for framed and hung as gates in repars to existing with MS angles, channels, flat, bars, MS plates etc., including pintle hinges, stops, hand-made sliding bolts, etc. conforming to Fe 290Gde -E-165 complete all as directed by Engr-in-Charge.

S&F steel work as guide rail of flat iron for framed and hung as gates. conforming to Fe 290Gde -E-165 including necessary cutting to road and making good with PCC 1:1.5:3 using 12.5mm aggregate complete all as directed by Engr-in-Charge.

S&F steel work as rollers for framed and hung as gates dia not less than 60mm. conforming to Fe 290Gde -E-165 including necessary bolts welding etc complete all as directed by Engr-in-Charge.

D Subramani and Sons

SAMYDOSS CONSTRUCTIONS

M/s.Sai Agency