SPECIAL REPAIR TO FIRING RANGE AT MARCOS AND PROVISION OF HARDSTANDING AND PARKING SHED FOR SINGLE OFFICERS ACCOMODATION AT TEYELERABAD UNDER GE MINNIEBAY PORT BLAIR

Amount

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out as in hard/dense soil complete all as specified and as 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 soft/loose soil complete all as specified and as directed by Engineer in Charge

Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out in hard/dense soil returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25cm watering and removing surplus soil to a distance not exceeding 50m and making good surfaces complete all as specified and as directed by Engineer in Charge

Dismantling posts or struts ( wood,steel or RCC) any section ,including taking out embedded portion in concrete surface and making good disturbed ground complete all as specified and as directed by Engineer in Charge

M & L for PCC 1:2:4 type B2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engineer in Charge

M&L for pre-cast cement concrete block masonry with solid blocks,type C1,1:3:6 (20mm graded stone aggregate) exc 10 cm in width and setting in CM 1:6 including demolition of old damaged block masonry 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 surfaces complete all as specified and as directed by Engineer in Charge

M & L for roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.con- forming to Fe.290.Gde-E-165 including dismantling old wrought iron or mild steel work of any description complete all as specified and as directed by Engineer in Charge

M & L for roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.con- forming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer in Charge

S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410-W (Gde E250) quality-A including dismantling wrought iron or mild steel work of any description complete all as specified and as directed by Engineer in Charge

S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410-W (Gde E250) quality-A complete all as specified and as directed by Engineer in Charge

S&F Mild steel rag or lewis bolts, dia of necks is 12mm screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, n.exc 15cm long including dismantling wrought iron or mild steel work of any description complete all as specified and as directed by Engineer in Charge

S&F Mild steel rag or lewis bolts, dia of necks is 12mm screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, n.exc 15cm long complete all as specified and as directed by Engineer in Charge

S&F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws including dismantling old corrugated steel sheeting,any gauge, thickness & wind tie complete all as specified and as directed by Engineer in Charge

S&F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed by Engineer in Charge

S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as in ridges, hips, valley gutter, drip, and straight flashing including dismantling old plain steel sheeting,any gauge, thickness complete all as specified and as directed by Engineer in Charge

S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer in Charge

S & F aluminium flat of suitable size as in wind tie fixed with 50mm / 75mm aluminium self tapping screws complete all as specified and as directed by Engineer in Charge

S & F in repairs aluminium flat of suitable size as in wind tie fixed with 50mm / 75mm aluminium self tapping screws 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 of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint (Ordinary tint) over a coat of red/zinc oxide primer complete all as specified and as directed by Engineer in Charge

Demolition of cement concrete in ground floor and pavings nexc 15cm thickness (below or above ground level) complete all as specified and as directed by Engineer in Charge

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

M&L for 100mm thick cement concrete type C2 , 1:3:6 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing.even & smoth without using extra cement complete all as specified and as directed by Engineer in Charge

M&L for chequered cement concrete tiles 20 cm x 20 cm x 25mm thick with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors over 20mm thick cement screed in CM 1:6 complete all as specified and as directed by Engineer in Charge

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

Removing excavated material/soil to a distance exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer in Charge

M&L for providing cement concrete type B-1, 1:2:4 (using 20mm graded aggregate) as in coping, benching, and similar works slightly rounded or chamfered angles and throating including necessary form work complete all as specified and as directed by Engineer in Charge

M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer including prepration of untreated surface of concrete 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) finished even and smooth without using extra cement complete all as specified and as directed by Engineer in Charge

M&L for rendering 10 mm thick plaster in CM (1:6) on brick/block or concrete surfaces finished even & smooth including taking down cement plaster complete all as specified and as directed by Engineer in Charge

M&L for applying two coats of oil bound distemper over a coat of primer on newly plastered surface of wall including preparation of surface complete all as specified and as directed by Engineer in Charge

ANDAMAN PAINTS PVT LTD

S S CONSTRUCTION

bansal construction

M/s Khotel Construction

EXCEL ENGINEERING WORKS

Allied Trading Company

M/s Shiva Engineering