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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC 22 1755A KANNANKATTU TEMPLE ROAD EDAKOCHI KOCHI 682010 ERNAKULAM KERALA 682010 | ERNAKULAM | KERALA | 682010 | ₹39.8 L Quoted ₹40.6 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹42.0 L+₹1.4 L (3.34%)Rejected-Finance | ₹42.0 L+₹1.4 L (3.34%) | L2 | Rejected-Finance Not being Lowest bidder |
| 3 | L3₹43.4 L+₹2.7 L (6.74%)Rejected-Finance | ₹43.4 L+₹2.7 L (6.74%) | L3 | Rejected-Finance Not being Lowest bidder |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
21 Mar 2020, 6:00 pmClosed
GE E/M Lucknow
Garrison Engineer E/M, 36 LBS Marg, Lucknow Cantt, Lucknow (U.P.) PIN 226002
REPAIR/REPLACEMENT OF EXISTING ALUMINIUM WIRING INTO COPPER WIRING FITTINGS AND FIXTURES AT BASE HOSPITAL AND SOI AND REPAIRS TO JOINERY, PLASTERING, SANITARY ITEMS, ANTI TERMITE TREATMENT, SEWER LINE, MANHOLE, SOAK WELLS, SEPTIC TANKS AND DRAINS
2020_MES_314973_3
GE/EM/LKO/HOSP/82 OF 2019-2020
Open Tender
Civil Works
Item Rate
180 days
Lucknow
Class D or above, category a (i) b (i)
8 documents required · 8 mandatory
₹500
GE E/M Lucknow
₹96,000
Yes
10 Jun 2020
23 Feb 2020
23 Mar 2020
23 Feb 2020
21 Mar 2020
9 Mar 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.
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.
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.
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.
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 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.
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, 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, glazed with putty or fixed with beads ,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 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 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, 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 ,complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised door 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 , complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised door frame with shutter, including 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 , complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised aluminium partition with pre-laminated particle board at bottom panel and 5.5.mm thick glass on top panel including glazing clip and neosprene rubber beading ,including taking down old existing unserviceable partition, complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised ventilator curved shaped fixed with reflective type glass aluminium section weighing 0.55 Kg/m including necessary joining cleats, glazing clips rubber neosperene at bottom pannel and top panel with wire cloth of 0.46 nominal dia of wire and average width of aperature 1.4 mm , complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised grill 6mm dia not less than 4 Kg per sqm fixed with frame in windows/ventilator ,including taking down old existing unserviceable grill, complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised designer guard bars with 90 cm height and 50mm dia pipe for railing of verandah ,including taking down old existing unserviceable grill, 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 , 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.
Neosprene rubber beading including taking down old rubber beading as in aluminium window and door shutter , complete all as specified and directed by Engineer -in-charge.
Double action floor spring hydraulically regu-lated made up of mini-mum 1.25 mm thick aluminium 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, 100 mm mild steel verticle type brass 4 Levers and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.
UPVC door single/double leaf including oiling and greasing of floor springs,replecing of rubber beading if required,replacement of hinges,handle, lock,towerbolt of any size any type present at site on required basis,also including replacement of any membre of aluminium section i.e frame & shutters membre and 5-12 mm glass and making the door and shutter serviceable and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. Note: Items required regarding repair where renewed shall not be measured and paid separately.
Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in foundations, filling and mass concrete 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.
Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in sub base 100 mm thick 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.
Plain cement concrete (1:2:4), type B-1, using 20 mm graded mechanically crushed stone aggregates 40mm thick as in floorfinished even and smoorth without using extra cement 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.
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.
Plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in roof kerbs/padding or similar works or mud stops rounded or chamfered on edges angles ,complete all as specified and directed by the Engineer in Charge.
Plain cement concrete (1:2:4) type B-1 using 40mm graded aggregate 150 mm thick laid over 150mm thick hardcore of broken boulders of gauge exe 63mm but n exe,100mm deposited, spread and levelled in layers n exc 15 cm thick watered and rolled/ rammed to a true surface over rammed earth as in road/pavement cutting , ,complete all as specified and directed by the 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.
Granite stone slab ( Black colour) 18-20 mm thick, work (table rubbed and polished and grinding) as in flooring including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed of 15 mm thick in CM 1:6, ,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
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 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 15mm thick on brick wall or concrete surface in cement mortar 1:6 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 15mm thick on brick wall or concrete surface in cement mortar 1:6 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.
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.
Cast iron 150mm dia pipes Single Socketed including specials Class LA supplied and laid and fixed in RCC Flush Out Tanks in and including taking up or down old pipe ,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
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.
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.
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 SS 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 lettered ' '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.
Rotational moulded PVC, tripple 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 251 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, tripple 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.
Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic ball , suitable for 20 mm bore pipe, screwed for iron pipe and fixed. .(Minimum weight 20mm-210gms) 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 20mm 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.
6mm thick hollow polycarbonite sheet as in roofing including fixing clips etc as in repair ,complete all as specified and directed by Engineer-in- Charge.
Hand shower including fitting to 15 mm bore G I pipes fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat part no.HSH -1717 or any other equivalent makes as specified in Annexure 'II' List of Makes.
Over shower including fitting to 15 mm bore G I pipes fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat part no.HSH -1989 or any other equivalent makes as specified in Annexure 'II' List of Makes.
Shower arms including fitting to 15 mm bore G I pipes fixed fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat part no.SHA -477 or any other equivalent makes as specified in Annexure 'II' List of Makes.
Shower pannels thermostatic mixer X with 3 adjustable vertical jets for massaging the neck, waiste and thighs ncluding fitting to 15 mm bore G I pipes fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar chrome code GFL-CHR-GR000B1H00 or any other equivalent makes as specified in Annexure 'II' List of Makes.
EWC with flushing cistern seat covering fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no.KUS-WHT-0203 series or any other equivalent makes as specified in Annexure 'II' List of Makes.
Wash hand basin fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no.KUS-WHT-0553 series or any other equivalent makes as specified in Annexure 'II' List of Makes.
Single lever wall mixer of 15mm dia with proviision of Hand shower but without hand shower fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no.LYR-38119 or any other equivalent makes as specified in Annexure 'II' List of Makes.
Bib cock 15mm with wall flange fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no.LYR-38037 or any other equivalent makes as specified in Annexure 'II' List of Makes.
Bib cock two way 15mm bore with wall flange fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no.LYR-38037 or any other equivalent makes as specified in Annexure 'II' List of Makes.
Angular stop cock 15 mm bore with wall flange fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no. FON-40053 or any other equivalent makes as specified in Annexure 'II' List of Makes.
Pillar cock15 mm bore with 200mm extension flange fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no. FLR-5021N or any other equivalent makes as specified in Annexure 'II' List of Makes.
Central hole basin Mixer without popup waste system with 450mm long braided hoses including fitting to 15mm bore GI pipes. fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no. CON-167KNB or any other equivalent makes as specified in Annexure 'II' List of Makes.
Single towel rail 600mm long fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no. AKP-35711P or any other equivalent makes as specified in Annexure 'II' List of Makes.
Soap dish including fitting to 15mm bore GI pipes fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. Make: Jaquar cat no. AQN-7731 or any other equivalent makes as specified in Annexure 'II' List of Makes.
Anti-Microbial Protection: Filling of all Joints and cavities and Sanded Flush to provide a joint less finish and then sprayed with a water based liquid plastic aseptic and self sterilizing wall coating system to a d.f.t. of 300 microns with primer. These hygiene coatings should start the biocidal action as soon as the microorganism land on the surface, and prevent the growth of mould, bacteria and yeasts for at least 5 years ,complete all as specified and directed by Engineer-in- Charge. Make SIKKA ( Formally Liquid Plastic) or any other equivalent makes as specified in Annexure 'II' List of Makes. Note : Anti-Microbial Protection These product hygiene coatings start the bio cidal action as soon as the microorganism land on the surface, and prevents the growth of mould, bacteria and yeasts for at least 5 years. This Hygiene coating are independently tested by leading universities to demonstrate resistance.
Conductive Flooring: 2mm thick Conductive flooring with carbon backing total thickness 2.00mm, total weight 3.000 g/m2 polyurethane reinforced ,scratch resistant, fire resistant, chemical resistant , slip resistant, anti fungi & bacterial growth , dimensional stability 0.40%, static electrical charger < 2Kv , impact sound reduction approx +4bd, 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 layer under the tiles, with one earthing point for every 150 sft of area and good quality water based adhesive for fixing as per as manufacturers recommendation. Thermal Welding : The joints must be welds 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 up to max 150mm and coving to be provided using appropriate material and method ,complete all as specified and directed by Engineer-in- Charge. Make – Gerfloor/ Tarque/ France
8-10mm thick wall tiles laid as in repairs in vertical surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over and including 10mm thick screed in CM 1:3, complete all as specified and directed by Engineer-in- Charge. Make: Duracrete manufactured by M/S Intex Designer Tiles Pvt Ltd.any other equivalent makes as approved by GE.
Designer/degital wall tiles laid as in repair in vertical surfaces 7mm thick and area exc 0.13 Sqm and not exceeding 0.18 Sqm each set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over and including 10mm thick screed in CM 1:3 , complete all as specified and directed by Engineer-in- Charge.
22 mm thick floor tiles laid as in repair in floor/path etc. set over and including 20mm thick screed bed in CM 1:4 and jointed in neat cement slurry and pointed with polymer based cementious tile jointing filler, complete all as specified and directed by Engineer-in- Charge. Make: Duracrete manufactured by M/S Intex Designer Tiles Pvt Ltd.any other equivalent makes as approved by GE.
Demolition of reinforced cement concrete in roofs, floors (other than ground floors) beams, staircases, landing, chajjas, and similar suspended work ,complete all as specified and directed by the Engineer in Charge.
Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 using 20mm graded stone aggregate as in slabs supported on wall beam and column in floor slabs and roofs landing deck slabs and in shelves, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished surfaces of concrete flat surface, complete all as specified and directed by the Engineer in Charge.
Use & waste of form work to edges of concrete flats, roof exc 5 cm wide and n exc 10 cm wide for rough finished surfaces, complete all as specified and directed by the Engineer in Charge.
Mild steel TMT bars 6 to 8 mm 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 mild steel wire ( annealed) not less than 0.90 mm dia. or higher , complete all as specified and directed by the Engineer in Charge.
Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.
Mild steel TMT bars 5mm dia. and over up to and including 10 mm dia. in stirrups, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90 mm dia. Or securing with clips , complete all as specified and directed by the Engineer in Charge.
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.
Cutting salt -glazed stoneware drain pipe in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar 1:1 for 150mm dia SGSW pipes,, including removal of rubbish outside MoD land, complete all as specified and directed by the Engineer-in-Charge.
Demoiltion and breaking up any dia drain pipes 150mm (salt glazed, stoneware , AC or reinforced concrete drain pipe, jointed in cement mortar and taking out of trenches, if required , complete all as specified and directed by the Engineer-in-Charge.
Demoiltion and breaking up any dia drain pipes 200mm (salt glazed, stoneware , AC or reinforced concrete drain pipe, jointed in cement mortar and taking out of trenches, if required , complete all as specified and directed by the Engineer-in-Charge.
Demoiltion and breaking up any dia drain pipes 300mm (salt glazed, stoneware , AC or reinforced concrete drain pipe, jointed in cement mortar and taking out of trenches, if required , complete all as specified and directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 300mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 150mm bore including packing under and completely surrounding pipes with concrete after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 200mm bore including packing under and completely surrounding pipes with concrete after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 300mm bore including packing under and completely surrounding pipes with concrete after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by the Engineer-in-Charge.
Salt- glazed stoneware drain pipe grade ‘A’ 200 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by the Engineer-in-Charge.
Salt- glazed stoneware drain pipe grade ‘A’ 300 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by the Engineer-in-Charge.
Preparing surfaces of wood and wood based materials, new or old of any description and girth not otherwise described and treated creosotetreating small articles such as back of chowkhats & hold fasts, M S rungs etc area n exc 0.10 sqm each ,complete all as specified and directed by Engineer-in- Charge.
Two coats of black bitumenous paint over a coat of red oxide zinc chrome primer including preparation of new steel surface not exceeding 10 cm width/girth ,complete all as specified and directed by Engineer-in- Charge.
Mild steel work (ordinary grade Fe-310/410-0) as in small articles like angle iron framing work for manhole, rungs/steps in man hole ,complete all as specified and directed by 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.
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.
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.
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.
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.
Mild Steel angle iron for post and flat iron, or other steel section or core for wooden hand-rail straight portion drilled including embedded in concrete and screwing etc., posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for scuring wire mesh etc). including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-290 Gde E-165,complete all as specified and directed by Engineer-in-Charge. Note:- Earth work and concrete shall be measured and paid for separately under respective item of this schedule.
Mild steel bolt factory made with hexagonal or square heads at one end and screw the other to be fitted with washer etc and one hexagonal or square length of bolt of 5 cm long end dia of neck 5 to 10 mm bolts with nuts and washers , complete all as specified and directed by Engineer-in-Charge.
Expanded metal, cut to length , bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia.or fixing with galvanised steel staples supplied and fixed complete to wood or steel members(not exc 4 Kg/sqm) ,complete all as specified and directed by Engineer-in- Charge.
M S work as in Hand rails, half round or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters, nosing to steps including embeding in concrete and securing bolts for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc fillets including all necessary drilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.
M S work as Framed works 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 railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc ,cdrilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.
Dismantling fencing wire mesh any type , complete all as specified and directed by Engineer-in-Charge.
Supply only chain link MS galvanised fencing of size 100x100mm, 3mm dia as directed.
Fixing only chain link galvanised wire fencing mesh size or with 4 mm nominal dia and both ends without knuckling/ twisting, fixed to flat iron rails with RCC/Angle iron post , complete all as specified and directed by Engineer-in-Charge. Note:- Supply of chain link and mild steel galvanised line wire shall be measured and paid separately under respective item of this schedule .
Temporarily blocking of inlet of septic tanks/manhole with suitable wooden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes. complete and cleaning the septic tank/manholes with water by mechanically/manually including taking out the blocking arrangements of inlet and making the system functional , complete all as specified and directed by Engineer-in- Charge. (NOTE: Depth of manhole/SOAK WELL/SEPTIC TANK exc 0.5 to 1.5M from below GL)
Temporarily blocking of inlet of septic tanks/manhole with suitable wooden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes. complete and cleaning the septic tank/manholes with water by mechanically/manually including taking out the blocking arrangements of inlet and making the system functional , complete all as specified and directed by Engineer-in- Charge. (NOTE: Depth of manhole/SOAK WELL/SEPTIC TANK exc 1.50M to 4.50M from below GL)
Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mannually/mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional all as specified and directed for 150 mm bore size of pipe lines , complete all as specified and directed by Engineer-in- Charge.
Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mannually/mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional all as specified and directed for 200 mm bore size of pipe lines , complete all as specified and directed by Engineer-in- Charge.
Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mannually/mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional all as specified and directed for 300 mm bore size of pipe lines , 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 two coats 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.
Supply only 4mm dia plain mild steel wire, galvanised class 3 , in fencing including straining and fixing to steel posts and/or to straining bolts as directed. (each line of wire to be measured)
ACP sheet 3mm thick wooden finish along with almuminium frame work and making groove and shelf fixed as in repair, complete all as specified and directed by Engineer-in-Charge.
M/S Nav Jyoti Enterprises
NEW BHARAT ENGINEERING AND CONSTRUCTION CO
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