ADDITION/ALTERATION OF PERIMETER WALL (ALONG BUILDING NO.P-364 TO P-392 ) OF BV YARD UNDER GE MINNIEBAY PORTBLAIR

Amount

Demolition of reinforced cement concrete [reinforcement cut as required to facilitate demolition] of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in Charge

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer in Charge

Excavation over areas not exc. 1.5m deep and getting out as in loose/soft soil complete all as specified and as directed by Engineer in Charge

Excavation over areas exc. 1.5m and n exc 3.0 m deep and getting out in loose/soft soil complete all as specified and as directed by Engineer in Charge

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer in Charge

Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer in Charge

M&L for plain cement concrete type D2 1:3:6 (using 40 mm graded stone aggregate) in foundations,filling and mass concrete complete all as specified and as directed by Engineer in Charge

M&L for RCC M30 grade (Design Mix) using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams; bases for coloumns, etc basement slabs, under-reamed piles and mass concrete including necessary formwork complete all as specified and as directed by Engineer in Charge

M&L for RCC M30 grade (Design Mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footing including attached pilasters and buttresses including necessary formwork complete all as specified and as directed by Engineer in Charge

M&L for RCC M30 grade (Design Mix) using 20mm graded stone aggregate as in columns, pillars, piers, post and struts etc including necessary formwork complete all as specified and as directed by Engineer in Charge

M&L for RCC M30 grade (Design Mix) using 20mm graded stone aggregate as in beams, cantilevers, bressummers, coping, lintel over 1.5m span etc including necessary formwork complete all as specified and as directed by Engineer in Charge

M&L for TMT(CRS) bars 10mm dia and over cut to length, bent to shape required incl cranking, bending, spirally for hooping for columns, hooking end and binding with and incl mild steel wire not less than 0.9mm dia or securing with clip quality confirming to deformed or twisted bars complete all as specified and as directed by Engineer in Charge

M&L for TMT (CRS) bars 6 to 8mm dia, bent to shape required incl cranking, bending, spirally for hooping for columns, hooking end and binding with and incl mild steel wire not less than 0.9mm dia or securing with clip quality confirming to deformed or twisted bars complete all as specified and as directed by Engineer in Charge

M&L for plain cement concrete type B1 (1:2:4) using 20mm graded stone aggregate as in copings cavings, bed plats and embeding swan neck fencing post, etc incl weathering slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and as directed by Engineer in Charge

Demolition of precast concrete block walling built in cement mortar including all quoins arches pillars etc including necessary formwork complete all as specified and as directed by Engineer in Charge

M&L for precast cement concrete block masonry with solid block, exc 10cm in width in PCC type C-1, 1:3:6 (using 20mm graded stone aggregate) set in CM (1:4) complete all as specified and as directed by Engineer in Charge

Taking down cement plaster on brick or stone wall and racking out joints hacking for key sucrubing down with water etc complete all as specified and as directed by Engineer in Charge

M&L for rendering 15mm thick cement plaster on fair faces of concrete block masnory in two layers, base layer 10mm thick in CM (1:6) and top layer 5mm thick in CM 1:4(with river sand) mixed finished even and smooth without using extra cement complete all as specified and as directed by Engineer in Charge

M&L for rendering or concrete or block masonry surfaces or surfaces other than fair faces of brick surfaces,10 mm thick in cement mortar 1:6 surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer in Charge

M & L for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new plastered surfaces complete all as specified and as directed by Engineer in Charge. Make : Asian paints Apex Ultima

M & L for complete removal of existing treatment and Preparation of plastered wall surfaces and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over old surfaces complete all as specified and as directed by Engineer in Charge. Make : Asian paints Apex Ultima

M & L for preparation of old plastered surfaces of wall and applying one coat of acrylic emulsion based premium quality finish exterior antifungal paint all as per manufacturers instructions and all as directed by the Engineer-in-charge. Make : Asian paints Apex Ultima

M&L for MS work including embedding in concrete and screwing bolts, posts and struts in fencing including cutting tops to shape as directed drilling holes notching for wire etc flat iron fillets (for securing wire mesh etc incl all necessary drilling, bolting or rivetting, etc and similar work conforming to Fe-290-Gde E-165 complete all as specified and as directed by Engineer in Charge

S&F in repairs for galvanised, 2 strand steel barbed wire 2mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of stranded rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc as directed each line wire to be measures complete all as specified and as directed by Engineer in Charge

M&L for galvanised, 2 strand steel barbed wire 2mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of stranded rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc as directed each line wire to be measures 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 Fe 410-W(Gde?E- 250) quality?A?Grade complete all as specified and as 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 complete all as specified and as directed by Engineer in Charge

M&L for preparation of new steel surfaces over 10cm width or grith and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed by Engineer in Charge

M&L for preparation of old painted steel surfaces over 10cm width or grith and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed by Engineer in Charge

M & L for boulder filling with broken stones or boulders of gauge 40 to 80 mm as specified in weep holes complete all as specified and as directed by Engineer in Charge

S & F PVC pipe 110mm dia as in weep holes complete all as specified and as directed by Engineer in Charge

Manas Patra Steel Fabrication

M/s Sriya Enterprises

GAYATRI ENTERPRISES

M/s K Moorthi

ANITA VARMA ENTERPRISES