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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.3 LAccepted-AOC | L1 | Accepted-AOC Being Lowest bidder | |
| 2 | L2₹38.9 L+₹4.2 L (12.2%)Rejected-Finance | L2 | Rejected-Finance Not being Lowest bidder | |
| 3 | L3₹40.7 L+₹6.0 L (17.5%)Rejected-Finance | L3 | Rejected-Finance Not being Lowest bidder | |
| 4 | L4₹40.9 L+₹6.3 L (18.0%)Rejected-Finance | L4 | Rejected-Finance Not being Lowest bidder | |
| 5 | L5₹41.2 L+₹6.6 L (19.0%)Rejected-Finance | L5 | Rejected-Finance Not being Lowest bidder |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
8 Feb 2020, 6:00 pmClosed
GE E/M Lucknow
Garrison Engineer E/M, 36 LBS Marg, Lucknow Cantt, Lucknow (U.P.) PIN 226002
REPAIR/MAINT OF WOODEN JOINERY, ALUMINIUM JOINERY, PLASTERING, TILING, FLOORING, HARD STANDING AND MISC B/R WORKS AT BASE HOSP OF AGE E/M HOSP UNDER GE (E/M) LUCKNOW
2020_MES_313170_1
GE/EM/HOSP/78 OF 2019-2020
Open Tender
Civil Works
Item Rate
180 days
Lucknow
Class D or above category a (i)
8 documents required · 8 mandatory
₹500
GE E/M Lucknow
₹94,000
Yes
19 Mar 2020
9 Jan 2020
10 Feb 2020
9 Jan 2020
8 Feb 2020
27 Jan 2020
Amount
Taking down Chowkhats with shutters without taking of shutter from the frame of any description not exceeding 1.50 Sq. m each, and making good the disturbed Surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.
Taking down Chowkhats with shutters without taking of shutter from the frame of any description exceeding 1.50 Sq. m but not exceeding 4.00 Sq. m each, and making good the disturbed surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.
Taking down shutters of any description not exceeding 1 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge.
Taking down shutters of any description exceeding 1 Sq. m but not exceeding 2 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge.
Plain, solid, straight chowkats and frames in 2nd class Hard wood wrought framed, rebated on the solid, rounded or chamfered put together with glue pinned joints ,complete all as specified and directed by Engineer-in- Charge.
Band straps, supports ,Wind ties for stay securing bolts, posts & struts in fencing including cutting cutting tops to shape as directed, drilling holes, notching for wire, etc and similar work conforming to Fe-290 Gde E-165 , complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate for fixing of hold fast and making good ,complete all as specified and directed by Engineer-in- Charge.
Factory made solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing on Page 160 of SSR Pt-II ,complete all as specified and directed by the Engineer in Charge.
Factory made solid panel PVC Door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail,lock rail and bottom rail on either side as gap insert for top rails, bottom rail,panelling of plain colour PVC sheet to be fitting in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement, supply & fixing in the frame at site as per specification and drawing on Page No 156 of SSR Part-II Rates,complete all as specified and directed by the Engineer in Charge.
35 mm thick (Batten thickness) 2nd class hardwood Glazed,skeleton shutters, open rebated and prepared to receive wire cloth, glass etc. divided into squares, in window ventilators are provided with sytle and rails edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc ., sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24 (b), complete all as specified and directed by the Engineer in Charge.
30 mm thick (Batten thickness) 2nd class hardwood Glazed,skeleton shutters, open rebated and prepared to receive wire cloth, glass etc. divided into squares, in window ventilators are provided with sytle and rails edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc ., sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24 (b), complete all as specified and directed by the Engineer in Charge.
Factory made flush shutters 35 mm thick, solid core construction , with block board core and plywood face panels, commercial type on both sides , complete all as specified and directed by the Engineer in Charge.
Butt hinges 100 mm size ,extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed type B21 ,complete all as specified and directed by the Engineer in Charge.
Butt hinges medium weight (ISI Marked) cold rolled mild steel and fixed of size of hinges 75 mm ,complete all as specified and directed by the Engineer in Charge.
Extruded aluminium alloy handles of size 125 mm, fabricated type anodized ,complete all as specified and directed by Engineer-in- Charge.
Aluminium alloy handles of size 100 mm, cast type anodized ,complete all as specified and directed by Engineer-in- Charge.
Aluminum anodizes barrel tower bolts of extuded section and fixed of 200 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge
Aluminum anodizes barrel tower bolts of extuded section and fixed of 100 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge
Aluminum alloy, anodized, sliding door bolt with hasp staple ( bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy and fixed length of bolt 250mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) , complete all as specified and directed by Engineer-in-Charge.
Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery ,complete all as specified and directed by Engineer-in- Charge.
Preparation of new wooden surfaces of any description, exceeding 10 cm width or girth of any description and applying two coats of synthetic enamel paint over one coat of pink primer , complete all as specified and directed by Engineer-in-charge.
Aluminium Anodised window, ventilator fixed type shutter, aluminium section weighing 0.55 Kg/m incl necessary joining cleats, glazing clips rubber neoprene packing , Handle 2 Nos in each door, hinges, anodised aluminium snap beading screw ,including taking down old existing unserviceable window, complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised power coated anodised Aluminium alloy sections sliding windows shutters with frames comprising Series -C (20mm), 2 track sliding shutters duly fitted with neoprene beading, glazing clips,locking device, heat absorbing glass 4.8 mm nominal thicknes ,including taking down old existing unserviceable door frame, complete all as specified and directed by Engineer -in-charge.
Aluminium anodised door shutter single leaf side hung type without sash bar 44.45mm thick (two panels) fabricated with 2mm thick section having vertical and top rail 83.50mm, bottom rail 150mm and middle rail 115mm including jointing cleats, screws, aluminium anodised fittings such as pair of 'D' type handle (decorative type), tower bolts 150mm long 2 Nos for each shutter, 100mm size butt hinges, aluminium beading snap type, PVC packing, locking arrangement with mortice lock of best quality, in and including 4.80 mm thick tinted glass with necessary beading / packing and necessary fitting & fixtures ,floor Door spring ISI marked steel body ,complete all as specified including taking down old existing unserviceable door, complete all as specified and directed by Engineer -in-charge.
Aluminium anodised door shutter double leaf side hung type without sash bar 44.45mm thick (two panels) fabricated with 2mm thick section having vertical and top rail 83.50mm, bottom rail 150mm and middle rail 115mm including jointing cleats, screws, aluminium anodised fittings such as pair of 'D' type handle (decorative type), tower bolts 150mm long 2 Nos for each shutter, 100mm size butt hinges, aluminium beading snap type, PVC packing, locking arrangement with mortice lock of best quality, in and including 4.80 mm thick tinted glass with necessary beading / packing and necessary fitting & fixtures ,floor Door spring ISI marked steel body ,including taking down old existing unserviceable door, complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised door frame with shutter, incl necessary joining cleats, glazing clips rubber neoprene packing , Handle 2 Nos in each door, 4 Nos 100mm hinges, 1 Nos 200mm aluminium anodised tower bolt anodised aluminium snap beading screw ecessary locking arrangement with mortice lock with duplicate ,including taking down old existing unserviceable door, complete all as specified and directed by Engineer -in-charge.
Repairing of existing aluminium door single leaf including oiling and greasing of floor springs and making the door and shutter serviceable , complete all as specified and directed by Engineer -in-charge. Note: Floor door springs where renewed shall be measured and paid separately under appropriate items.
Repairing of existing aluminium door double leaf including oiling and greasing of floor springs and making the door and shutter serviceable , complete all as specified and directed by Engineer -in-charge. Note: Floor door springs where renewed shall be measured and paid separately under appropriate items.
Double action floor spring hydraulically regu-lated made up of mini-mum 1.25 mm thick alu-minium alloy sheet foun-dation box,main body with stainless steel cover, governing pivot made of mild steel heavy duty fixed as in repair , complete all as specified and directed by Engineer -in-charge.
Aluminium body ( extruded section ) body Door closer hydraulically regulated, designation No. 3 , universal type , suitable for door shutters 851 to 1000 mm in width and of weight between 61 to 80kg and fixed as in repair , complete all as specified and directed by Engineer -in-charge.
Mortice lock, verticle type brass 4 Levers and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.
Floor door stopper 150 mm of aluminium alloy body and tonge,anodised with hard drawn steel spring fixed as in repair , complete all as specified and directed by Engineer -in-charge.
Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.
Figured glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.
Sheet glass 4.8 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane, including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.
Plain cement concrete (1:2:4), type B-0, using 12.5 mm graded mechanically crushed stone aggregates 25mm thick as in sub base, in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness(below or above ground level), complete all as specified and directed by the Engineer in Charge.
First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.16 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles, including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.
Vitrified ceramic tiles 10mm thick (square/ractangular) Coloured polished tiles, area of each tile not exceeding 0.38 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles, including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.
First quality glazed ceramic coloured tiles of 350x250x7/450x350x7 mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises ,complete all as specified and directed by Engineer-in- Charge.
Chequered cement concrete coloured tiles 20 cmx20cmx20 mm thick with coloured cement and no pigment , set, jointed and pointed in neat cement slurry over and including 20mm thick screed bed in CM 1:4 as in floors including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.
Plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in coping,padding and bed block, wall through and the like including weathering slightly rounded or chamfered angles and throating including necessary form work ,complete all as specified and directed by the Engineer in Charge.
Water proofing treatment on roof surfaces in the following manner:- (a) Demolition of existing roof treatment of any type and any thickness (b)15 mm thick plaster (1:4) in cement sand mortar using in and including integral water proofing compound 3 % by weight of cement . (c) The surfaces shall be painted with hot bitumen grade 30/40 confirming to IS-73 @ 1.20 kg/sqm over a coat of bituminous primer conforming to IS-3384 @ 0.30 ltr/sqm. (d) 3 mm thick APP water proofing membrane reinforced with non woven polyster matt laid using butane torch by torch on application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3.5 kg/sqm. (e) 230X115X40 mm thick machine pressed brick tiles with minimum thickness of joint (n.exc.) & are throughly filled with water proof polymer based joint mortar over 20 mm thick CM 1:3, complete all as specified and directed by Engineer-in- Charge.
Brickwork with Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757), straight or curved on plan exceeding 6.0 m mean radius built in cement sand mortar 1:6 in and including demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc ,complete all as specified and as directed by Engineer -in-Charge
Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757) straight or curved to any radius in half brick thick wall built in cement mortar 1:4 including demolition of brick work or stone / boulder masonry built in cement mortar or cement lime mortar including all quions, arches, pillars etc but excluding ashlar facings, dressed stone work and pre cast concrete articles complete all as specified and directed.
Providing precast cement concrete with type B 0 PCC 1:2:4 (using 12.5 mm graded stone aggregate) set in CM 1:6 louvres and jallies, 35 mm thick (measured solid), including all mouldings but excluding frame ,including dimantling of old jallies ,complete all as specified and as directed by Engineer -in-Charge.
Rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement using in and including integral water proofing compound 2 % by weight of cement ,complete all as specified and directed by Engineer-in- Charge.
Rendering 10mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement ,complete all as specified and directed by Engineer-in- Charge.
Rendering 5mm thick on ceiling in cement mortar 1:3 finished fair and even without using extra cement ,complete all as specified and directed by Engineer-in- Charge.
Rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement using in and including integral water proofing compound 2 % by weight of cement .in and including taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc. ,complete all as specified and directed by Engineer-in- Charge.
Rendering 10mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement in and including taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc. ,complete all as specified and directed by Engineer-in- Charge.
Rendering 5mm thick on ceiling in cement mortar 1:3 finished fair and even without using extra cement including taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc. ,complete all as specified and directed by Engineer-in- Charge.
Prepartion of newly plastered or unplastered surfaces of ceiling and applying three coat of white wash ,complete all as specified and directed by Engineer-in- Charge.
Preparation of newly plastered surfaces and applying two coats of oil bound disemper over one coat of oil base primer on walls surface over and including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.
Preparation of newly plastered or unplastered surfaces of walls by brooming down and priming plastered and other surfaces with with two coats of cement base paint over a coat of cement paint primer (before application of cement base paint) ,complete all as specified and directed by Engineer-in- Charge.
Complete removal of existing treatment including prepartion of unplastered old surfaced and distempering walls with two coats of oil bound distemper white or tinted over a coat of oil base primer on wall sufaces including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.
Complete removal of existing treatment including prepartion of unplastered old surfaced and applying with two coats of cement base paint white or tinted over a coat of primer on wall sufaces including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.
Steel water tubeing, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and including taking up or down steel water tubing and connections 15mm bore ,complete all as specified and directed by Engineer-in- Charge.
Steel water tubing, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and including taking up or down steel water tubing and connections 15mm bore ,complete all as specified and directed by Engineer-in- Charge.
Re-fixing steel water tubing of 15 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge.
Re-fixing steel water tubing of 20 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge.
Vitreous china squatting pan Orissa pattern size 580x440mm white with integral foot rest, with front or back inlet with integral foot rests including connections to trap, and to flushing pipe, antisyphonage pipe, etc (excluding flushing cistern and flush pipe) including Cast Iron 'P' or 'S' trap of 100mm size fixed in PCC 1:2:4 type B-2 and necessary lime concrete, fixed as in repairs, including making good the surface to match with existing floor finish ,complete all as specified and directed by the Engineer in Charge.
PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level fixed in repair , complete all as specified and directed by the Engineer in -Charge
Vitreous China bowl urinal flat back, size of 465x355x265 mm White ( minimum), with grating and union for discharge pipe ( excluding flushing cistern, flush pipe , and waste pipe) , fixed in repairs including connections to flushing pipe and outgoing pipe ,complete all as specified and directed by Engineer-in- Charge.
Wash basins, vitreous china, white, flat back of size 550x400 mm including brackets and cutting for and pinning in ends in brackets or erecting stand ,32mm dia waste fittings, brass, chromium plated with long screwed shanks and fly nuts, 32mm dia HDPE waste pipe and including new M S brackets including waste coupling of PTMT (half or full threaded) for 32/40mm dia fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.
PVC connection of PTMT ,non corrosive with nuts and washers on both ends,450mm long suitable for 15 mm bore fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Chromium plated fancy long body Bib taps with cup , cast copper alloy with crutch handle, screwed for 15 mm bore dia. iron pipe or for brass ferrule fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Cast iron floor trap with chromium plated grating including jointing to waste pipe wih cement mortar (75 mm bore of pipe) fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Brass chromium plated shower rose without swivel joints , any size, including fixing to steel pipe or union fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Stop cock chromium plated concealed Reduced body ISI Marked, , cast copper alloy, screwed down for 15 mm bore dia. pipe, high pressure, with crutch handle , screwed externally both ends for unions etc. and fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Angle stop cock chromium plated ( one way) long thread with wall flange , fancy type screwed down for 15 mm bore dia. pipe, high pressure, with crutch handle , screwed externally both ends for unions etc. and fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Pillar taps, fancy type cast copper alloy , with capstan heads, chromium plated , screwed down for 15 mm bore pipe,high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Bib taps PTMT( Polytetra Methyllene Terephthalate ) suitable for 15 mm bore pipe standard of PTMT any colour screwed, for iron pipe and fixed ( Minimum weight 15 mm-90 gms fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Angle stop cock( two way) chromium plated long thread with wall flange , screwed down for 15 mm bore dia. pipe, high pressure, with crutch handle , screwed externally both ends for unions etc. andfixed as in repair , complete all as specified and directed by the Engineer in -Charge
Gratings mild steel chromium plated suitable for 75/100 mm dia NT/ FTcfixed as in repair , complete all as specified and directed by the Engineer in -Charge
Brass Tubular towel rod chromium plated, of 24" (60 cm long) fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Vitreous China wash down water closet pan ( padestal pattern Water Closet Cat No.20012, white) , ( excluding fixing bolts, flushing cistern and flush pipe) , including connection to drain ( or outgoing pipe) and to flushing pipe , etc.fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Plastic water closet seat, white, closed pattern with flat bottom , and cover and mild steel chromium plated or aluminised hinging device fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Waste fittings 32 mm, brass, chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly nuts, flange end bedded in red lead cement and other end fixed as in repair , complete all as specified and directed by the Engineer in -Charge
Flexible pipe 32 mm bore of PVC fixed to WHB/ urinals as waste pipe ( not less than 600mm) including PVC coupling complete all as specified.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying of cables, pipes etc. and getting out including trimming the sides and forming bottom surfaces foundation, manholes etc to required levels in soft/loose soil , complete all as specified and directed by Engineer-in-Charge.
Removing excavated soil to a distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, complete all as specified and directed by Engineer-in-Charge.
Cutting into walls of existing manholes for connecting new drain pipe 150 mm dia bore, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including removal of rubbish outside MoD land, complete all as specified and directed by the Engineer-in-Charge.
PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints laid in trenches or in floors in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) pipes 110mm bore junction single, (single Tee) equal or unequal with access door fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) bends any radius 110mm bore fixed as in repair complete all as specified and directed by Engineer-in-Charge.
PVC (SWR) Vent cowl 110mm bore fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) pipes 75mm bore single socketed in any length with ruber rings joints laid in trenches or in floors in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets in and ncluding taking down old pipe including fittings ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) pipes 75mm bore junction single, (single Tee) equal or unequal with access door fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.
PVC (SWR) bends any radius 75mm bore fixed as in repair complete all as specified and directed by Engineer-in-Charge.
Rotational moulded PVC, double layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve in and including dismantling PVC water tanks exc 250 ltr but n. exc 500 ltr capacity by disconnecting existing water connection and removal from site ,complete all as specified and directed by Engineer-in- Charge.
Rotational moulded PVC, double layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve in and including dismantling PVC water tanks exc 501 ltr but n. exc 1000 ltr capacity by disconnecting existing water connection and removal from site ,complete all as specified and directed by Engineer-in- Charge.
Brass valves, high pressure, with polythene float and fly nut ,20mm dia , screwed for iron pipes or brass ferrule and fixed as repair in PVC OHT tanks ,complete all as specified and directed by Engineer-in- Charge.
Gun-metal, globe or gate valves 15mm dia , with iron wheel head, screwed both ends for iron pipe and fixed to 15mm dia GI tube as in repair,complete all as specified and directed by Engineer-in- Charge.
Gun-metal, globe or gate valves 20mm dia , with iron wheel head, screwed both ends for iron pipe and fixed to 20mm dia GI tube as in repair,complete all as specified and directed by Engineer-in- Charge.
Plain cement concrete type C1 (1:3:6), using 20 mm graded crushed stone aggregate,75 mm thick , as in path / plinth protection/paving laid in slope in 1:30 in panels n exc 2m long concrete surfaces finished even and smooth without using extra cement including making joints between panel to panel and filling the same with bitumen mastic bitumen & sand mixture in a ratio 1:3 in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness(below or above ground level), complete all as specified and directed by the Engineer in Charge.
60mm thick PCC intelocking tiles (rubber laminated finish) of size and shape as approved, laid dry over and including sand not less than 40 mm thick, interstices filled in floors/pathway including demolition of stone slab and tiles of any description or thick ness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.
60mm thick PCC intelocking tiles of size and shape as approved, laid dry over and including on sand not less than 40 mm thick, interstices filled in floors/pathway including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for ,complete all as specified and directed by Engineer-in- Charge.
Excavation in post holes (or similar holes) each not exc. 0.5 Cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25 cm, watering and removing surplus spoil to a distance not exc. 50 m and making good surface in soft / loose soil , complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in foundations of post, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
Steel work in tubular trusses including special shape washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.240 ,with one shop coat of zink chromote primer paint, complete all as specified and directed by Engineer-in-Charge.
Preparation of old painted steel surfaces of any description, not otherwise described over 10 cm width or girth & applying one coat of synthetic enamel paint (of approved shade) over a coat of red oxide zinc chrome primer, complete all as specified and directed by Engineer-in-Charge.
Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering in ridges made to any shape or semi circular cladding to wall, fixed with self tapping screws in and including demolition of old unservicable sheet/ridge, complete all as specified and directed by Engineer-in-Charge.
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 in and including demolition of old unservicable sheet/ridge, complete all as specified and directed by Engineer-in-Charge.
Fibre glass reinforced transclucent corrugated sheeting 2 mm thick with two corrugations side lap fixed with L type or J- type or cranked hook bolts and washers in roof, wall etc in and including demolition of old unservicable sheet/ridge, complete all as specified and directed by Engineer-in-Charge.
Asbestos cement corrugated or semi corrugated sheets 6 mm thick in roofs, walls etc fixed with `L' type or `J' type hooks or cranked hook bolts including dismantling of asbestos cement (corrugated, semicorrugated etc) sheets including ridges in roof covering complete all as specified and directed by Engineer-in-Charge.
Asbestos cement two plece serrated ridge for corrugated or semi corrugated sheets fixed with `L' type or `J' type hooks or cranked hook bolts including dismantling of asbestos cement ridges in roof covering complete all as specified and directed by Engineer-in-Charge.
Suspended ceiling, comprising 12.5 mm thick reinforced gypsum plaster boards Conforming to IS-2095 , GI perimeter channels, intermdiate channels, etc. including finishing the exposed surfaces with Oil bound distemper two coats including dismantling of wall and ceiling boards (fiber, pulp, insulation, etc) or insulation boards/slabs/blankets, any thickness, including cover fillets , complete all as specified and directed by Engineer-in-Charge.
Providing and fixing of E-board 'Everest' make 600x600x4mm thick white prelaminated seif embosed reinforced designer ceiling board tiles of approved texture at all height laid on Hot dipped Galvanised iron imposed grid with 24 mm wide T-section/Angle section including dismantling of wall and ceiling boards (fiber, pulp, insulation, etc) or insulation boards/slabs/blankets, any thickness, including cover fillets , complete all as specified and directed by Engineer-in-Charge.
5mm thick plain colour PVC sheet in strips & channel feathered at the edges for fixing on solid PVC wall lining, insulated PVC wall lining and solid PVC partitions inclusive of solvent cement and fixing at site including dismantling of PVC shheet , complete all as specified and directed by Engineer-in-Charge.
PVC coated drapery rod of 20mm dia fixed as in repair ,complete all as specified and directed by Engineer-in-Charge.
Brass coated knob at both ends of drapery rod of 20mm dia fixed as in repair ,complete all as specified and directed by Engineer-in-Charge.
Filling of all joints and cavities with polyster putty for metal surface and sanded flush to provide a jointless finish, primer with metal primer to give a bonding of paint and then sprayed with a water based liquid plastic aseptic and self sterlizing wall coating system, which protects against the growth of micro-organism, such as mould, fungi, yeast and bacteria on its surface Equiavalent to a minimum dry film thickness of 200 micron complete all as specified and directed by Engineer-in-Charge. Make : Sika/Fosroc.
Supply & installation of 1 mm Antibacterial wall covering thickness 1.00 mm, total weight 1.200 Kg/m2 ployurethane reinforced scratch resistant, fire resistant, slip resistant anti fungi & anti bacterial. The joints must be welded by the heat fusion process to get a seamless wall. The joints in the wall should be sealed by using a PVC welding bar of matching color to be supplied by the manufacturer, using a hot air gun for fusion of welding bar with wall covering complete all as specified and directed by Engineer-in-Charge. Make/Importer:- Biomotion/Gerfloor/Tarquet
Removal of existing flooring system and Supply & installation of 2 mm conductive flooring thickness 2.00 mm, total weight 2.400 Kg/m2 polyutherane reinforced, scratch resistant, fire resistant, slip resistant, anti fungi & bacterial growth, dimensional stability 0.40%, static electrical charger < 1 KV, impact sound reduction approx +3bd, electrical resistant. Installation : The flooring would be installed on a smooth, clean sub floor which should be free from any undulation. A copper strip/mesh should be layered under the tiles, with one earthing point for every 150 sft of area and good quality water based adhesive for fixing as per manufactures recommendation. The joints must be welded by the heat fusion process to get a seamless floor. The joints in the flooring should be sealed by using a PVC welding bar of matching color to be supplied by the manufacturer, using a hot air gun for fusion of welding bar with flooring. The same application to be done for wall skirting upto max 150 mm and coving to be provided using appropriate material and method complete all as specified and directed by Engineer-in-Charge. Make/Importer:- Biomotion/Gerfloor/Tarquet
SB Singh and co.
Ram Bilas Yadav
NEW BHARAT ENGINEERING AND CONSTRUCTION CO
M/s Reliable Electromech Systems
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