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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹34.4 L+₹1.1 L (3.37%)Rejected-Finance | L2 | Rejected-Finance Not Being Lowest Bidder | |
| 3 | L3₹40.6 L+₹7.3 L (22.1%)Rejected-Finance | L3 | Rejected-Finance Not Being Lowest Bidder | |
| 4 | L4₹41.5 L+₹8.2 L (24.8%)Rejected-Finance | L4 | Rejected-Finance Not Being Lowest Bidder | |
| 5 | L5₹41.5 L+₹8.3 L (25.0%)Rejected-Finance | L5 | Rejected-Finance Not Being Lowest Bidder |
Tender Value
Refer Docs
EMD Value
₹96,000
Closing Date
1 Mar 2021, 6:00 pmClosed
GE E/M Lucknow
Garrison Engineer E/M, 36 LBS Marg, Lucknow Cantt, Lucknow (U.P.) PIN 226002
REPAIR/MAINT TO JOINERY, PLASTERING, TILING, SANITARY ITEMS, ROOF SHEET, CEILING, TOILETS BATHROOMS AND MISC B/R WORKS AT VARIOUS LOCATIONS IN THE AREA OF AGE E/M HOSP UNDER GE E/M LUCKNOW
2021_MES_413625_1
GE/EM/LKO/HOSP/T-82 OF 2020-2021
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
₹96,000
Yes
9 Mar 2021
18 Jan 2021
3 Mar 2021
18 Jan 2021
1 Mar 2021
17 Feb 2021
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep & getting out in soft/loose soil including removal of surplus spoil to a distance not exceeding 50 metre 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.
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 sub class ‘B’ (old size) bricks, straight or curved on plan exceeding 6.0 m mean radius built in cement sand mortar 1:6 , complete all as specified and as directed by Engineer -in-Charge
Demolition of reinforced cement concrete of any description & in any position ,complete all as specified and directed by Engineer-in-Charge.
Reinforced Cement concrete M-25 ( design mix) using 20mm graded mechanically crushed stone aggregates 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.
Formwork to soffits of suspended slabs such as roof slabs floor slabs, landing and similar work for fair finished surface ,complete all as specified and directed by Engineer-in- Charge.
Form work to edges of concrete flats, treads, break in floors, window cills, horizontal or sloping and similar exc 10cm but not exceeding 20 cm wide for fair finished surface, complete all as specified and directed by Engineer-in- Charge.
Mild steel TMT bars 8mm dia and over, cut to length , bent to shape required, including cranking , bending spirally for columns hooking for columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips ,complete all as specified and directed by Engineer-in- Charge.
Providing precast cement concrete with type B0 PCC 1:2:4 (using 12.5 mm graded stone aggregate) set in CM 1:4 louvres and jallies, 35 mm thick (measured solid), including all mouldings but excluding frame , complete all as specified and as directed by Engineer -in-Charge.
Demolition of cement concrete (un-reinforced) in ground floor and pavings n. exc 15 cm thick (above or below ground level), complete all as specified and as directed by the Engineer-in-Charge.
Plain cement concrete, 75mm thick 1:3:6, type C-2, using 20mm graded stone aggregate as in plinth protection, laid in slope in 1:30 in pannels 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 using bitumen and sand mixture in a ratio of 1:3 ,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 75mm thick as in sub base to floor, complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete, 75 mm thick 1:2:4 type B2 (using 40 mm graded stone agrregate) as in sub base floor etc ,complete all as specified and directed by Engineer-in-Charge.
Plain Cement concrete Type B-0, 1:2:4 (12.50mm graded aggregate), 25 mm thick as in sub-base of floors , complete all as specified and directed by 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.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge.
Glazed ceramic coloured tiles, 300mmx300mmx7mm thick, in floors etc. 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 ,complete all as specified and directed by Engineer-in- Charge.
Glazed ceramic tiles in vertical surfaces 350 x 250 x 7 mm / 450 x 350 x 7 mm [thick] set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over 10mm thick screed in CM 1:3 ,complete all as specified and as directed by the Engineer-in-Charge. (Note : Screed bed will not be measured and paid separately)
Exterior grade outdoor coloured floor/wall tiles (heavy duty) to tactileseries of size 300x300x15mm of make johnson endura or equivalent make laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 20 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles ,complete all as specified and directed by Engineer-in- Charge.
18-20mm thick machine cut kota stone slab flooring over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and complete and 15mm thick screed bed in CM 1:4 in and 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 Engineer-in- Charge.
18-20mm thick machine cut kota stone slab as in skirting/riser over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and complete and 10mm thick screed bed in CM 1:3 in and 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 Engineer-in- Charge.
Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, m-35 grade over and including 40mm thick sand layer including filled interstices in and 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 Engineer-in- Charge. 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 1:6in and 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 Engineer-in- Charge.
Chequered cement concrete coloured tiles 20 cm x 20cm x 20 mm thick with coloured cement and no pigment , set, jointed and pointed in neat cement slurry over 20mm thick screed bed in CM 1:4 as in floors in and 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 Engineer-in- Charge. (Note : Screed bed will not be measured and paid separately)
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 as directed by the Engineer-in-Charge.
Taking down cement plaster from ceilingl etc. including racking out joints, hacking for key and scrubbing down with water etc., complete all as specified and as directed by the 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 , complete all as specified and as directed by the Engineer-in-Charge.
Rendering 10mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement ,complete all as specified and as directed by the Engineer-in-Charge.
Rendering 10mm thick on ceiling in cement mortar 1:3 finished fair and even without using extra cement , complete all as specified and as directed by the Engineer-in-Charge.
Taking down cement plaster brick/stone wall, ceiling / facia (as in patch work) etc including racking out joint, hacking for key, scrubbing down with water complete including and than rendering plaster 10mm thick in cement mortar 1:3 on concrete surface of wall/ceiling / facia in and including one bonding coat of pedilite chemical and making good to match the adjacent surface , complete all as specified and as directed by the Engineer-in-Charge.
Applying three coat of white wash on newly plastered or unplastered wall surface including preparation of surfaces, complete all as specified and as directed by the Engineer-in-Charge.
Applying three coat of white wash on newly plastered or unplastered ceiling surfaces including preperation of surfaces,complete all as specified and as directed by the 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 and applying 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.
Preparation of old wooden surfaces of any description , not otherwise described ,over 10 CM width or girth and applying two coats of synthatic enamel paint complete all as specified and directed by Engineer-in- Charge.
Applying one coats of Apex ( Asian Paint) / Weather coat (Berger) over old painted surface including preparation of wall surface complete all as specified and directed by Engineer-in- Charge. (up to 25 mtr height)
French polishing on wooden surfaces of any description , width or girth including cleaning and preparing the surface including a coat of wood filler on old works with two or more coats complete all as specified and directed by Engineer-in- Charge.
Plain cement concrete 1:5:10 type E2 using 40mm graded stone concrete as in sunken floor, foundations, filling and mass-concrete finished surface fair and even complete all as specified and as directed by the Engineer-in-Charge.
Plain cement concrete 30mm thick 1:2:4 type B-0 using (12.5mm graded stone aggregate ) as in sunken floor in and including water proofing compound finished surface even and smooth with using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Rendering 15mm thick cement plaster in cement mortar 1:3 as in brick /concrete surface of sunken portion n and including water proofing compoundcomplete all as specified and as directed by the Engineer-in-Charge.
Wire brushing and cleaning top surface of cement concrete including flashings and junction of parapet etc. and surface painting with a layers of blown grade bitumen of any penetration applied hot @ 1.7 kg per sq.m. blinded with grit or pea size gravel @ 0.006 cu.m. per sqm and lightly tampered (area of flashings, etc., shall be added to the roof area) 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 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, Hold fast ,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.
PCC 1:3:6 type C1 using 20mm graded stone aggregate for fixing of hold fast and making good , complete all as specified and as 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 PVC moulded door shutter 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick moulded PVC sheet on the front face & 2mm plain colour PVC sheet on back face, with wood free EPS, supplying and fixing in frame at site as per specification and drawings shown in section 8 of SSR part -II ,complete all as specified and directed by 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 35 mm thick (Batten thickness) 2nd class hard wood plain, framed, paneled shutters( two number No of panels) with panels of timber flat on both sides (feather edges) with lock rail and panel of 9 mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces and size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated, 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 (a), 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.
30 mm thick factory made Flush shutters , solid core construction , with block board core and plywood face panels, commercial type on both sides , complete all as specified and as 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 as in repair,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 as in repair , complete all as specified and directed by Engineer -in-charge.
Aluminium Anodised aluminium partition with 12mm thick prelaminated particle board at bottom panel and 5.5.mm thick glass on top panel including glazing clip and neosprene rubber beading as in repair , complete all as specified and directed by Engineer -in-charge. Note: Rate of Glass and 12 mm thick prelaminated particle board shall be included in the rate quoted by the contractor against above item.
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 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.
Butt hinges medium weight (ISI Marked) cold rolled mild steel and fixed of size of hinges100 mm ,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 150 mm, fabricated type anodized ,complete all as specified and directed by Engineer-in- Charge.
Extruded aluminium alloy handles of size 100 mm, fabricated type anodized ,complete all as specified and directed by Engineer-in- Charge.
Aluminum anodizes barrel tower bolts of extuded section and fixed of 150 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 300mm, 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.
Taking down hinges, all types of door fittings i.e. handle, tower bolt, sliding bolt any type any size , complete all as specified and directed by Engineer-in- Charge.
Butt hinges 100 mm size ,extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed type B21 as in repair ,complete all as specified and directed by the 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
Extruded aluminium alloy handles of size 125 mm, fabricated type anodized ,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.
Aluminium alloy handles of size 100 mm, cast type anodized ,complete all as specified and directed by Engineer-in- Charge.
2nd class hardwood Beads, straight (any size) for glazed or gauzed joinery, renewed, including mitres etc., and removing old beads to Store ,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.
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.
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 ,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 ,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 ,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, glazed with putty or fixed with beads 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.
Repairing of existing aluminium door single leaf including oiling and greasing of floor springs,replecing of rubber beading if required,replacement of hinges,handle,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 , complete all as specified and directed by Engineer -in-charge.Note :Floor door springs where renewed shall be measured and paid separately under appropriate item.
Repairing of existing toughend glass door single leaf including oiling and greasing of floor springs,replacement of hinges,handle,lock 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 12 mm glass and making the door and shutter serviceable complete all as specified and directed by Engineer-in- Charge. (Floor door springs where renewed shall not be measured & paid seperately it includes the rate of floor spring also)
Repairing of existing aluminium door double leaf including oiling and greasing of floor springs,replecing of rubber beading if required,replacement of hinges,handle,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 complete all as specified and directed by Engineer-in- Charge. (Floor door springs where renewed shall be measured and paid separately under appropriate
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, verticle type brass 75mm thick 4 Levers 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.
Door seal with aluminium 20 x 1.5 mm strips with wool , complete all as specified and directed by Engineer-in-Charge.
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.
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.
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.
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.
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 exc 0.10 sqm but n exc 0.50 sqm each ,complete all as specified and directed by 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
Stop valve chromium plated concealed type ISI Marked, , cast copper alloy fancy type, with long shank and cup, with capstan head and cup screwed both ends for iron pipe or for union and fixed , 15 mm bore diacomplete 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
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
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
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 as in repairs ,complete all as specified and directed by 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
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.
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 as 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
CI 'P' or 'S' trap of 100mm size ,complete all as specified and as 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
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.
Vitreous china, white, wash hand basin, flat back size 550 x 400 mm 'including MS brackets including cutting for and pinning in, but excluding waste pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.
Vitreous china Europeon Water Closet (one piece) of specified make with flushing cistern & white seat cover, complete all as specified and directed by 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
Health faucet CP with 15 mm dia. , complete all as specified and directed by Engineer-in- Charge.
White toilet paper holder of vitreous china (specified make) fixed to walls with chromium plated (CP) brass screws , complete all as specified and directed by 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.
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 and as 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 as in repair , complete all as specified and as 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
Washer for fluxhing cistern including taking down washer complete all as specified and as directed by the Engineer-in-Charge.
PVC syphon to PVC flushing cistern including taking down old syphon complete all as specified and as directed by the 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
20mm dia unplasticised PVC pipes of pressure rating 10 kgf /cm2 with all fittings and fixed complete to walls and ceilings or laid in floors including taking down of pipe , complete all as specified and as directed by the Engineer-in-Charge.
15mm dia unplasticised PVC pipes of pressure rating 10 kgf / cm2 with all fittings and fixed complete to walls and ceilings or laid in floors including taking down of pipe complete all as specified and as directed by the Engineer-in-Charge.
Steel water tubing, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors, fixed n and including taking up or down steel water tubing and connections 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, fixed in and including taking up or down steel water tubing and connections complete all as specified and directed by Engineer-in- Charge.
Refixing old Steel water tubing, 15 mm bore, with new galvanized fittings and fixed complete to walls, ceiling or laid in floors, including taking down old one complete all as specified and directed by Engineer-in- Charge.
Refixing old Steel water tubing, 20 mm bore, with new galvanized fittings and fixed complete to walls, ceiling or laid in floors, including taking down old one complete all as specified and directed by Engineer-in- Charge.
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, 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 500 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 brass valves 20mm dia , high pressure, with polythene float and fly nut complete, screwed for iron pipes or brass ferrule and fixed as in PVC OHT tanks complete all as specified and as directed by the Engineer-in-Charge.
Ball brass valves 20mm dia , high pressure, with polythene float and fly nut complete, screwed for iron pipes or brass ferrule and fixed as in PVC OHT tanks as in repair complete all as specified and as directed by the 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.
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.
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) bends any radius 110mm bore fixed as in repair 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) 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 150mm 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) vent cowl 110 mm bore 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) bends any radius 75mm bore fixed as in repair complete all as specified and directed by Engineer-in-Charge.
PVC (SWR) bends any radius 75mm bore with access door fixed as in repair 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) floor trap, plain with grating 75 mm dia including jointing with solvent cement fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.
Stack clamps made out from 50x5mm size flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to walls or roof for 100mm bore of pipe etc fixed as in repair ,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.
Plain cement concrete 1:4:8, type D-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.
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.
Dismantling wrought iron or mild steel work of any description not otherwise provided for ,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.
Dismantling fencing wire mesh any type , complete all as specified and directed by Engineer-in-Charge.
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 .
Supply only chain link MS galvanised fencing of size 100x100mm, 4mm dia , complete all as specified and directed by Engineer-in-Charge.
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 , 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 , complete all as specified and directed by Engineer-in- Charge.
False ceiling, with and including GI powder coated frame work and mineral fibre ceiling tiles , suspended with ceiling in and including of dismantlingof 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. Make : Dune Max RH 99 of Arm strong or Everest or any other make as specified in Annexure of Makes.
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.
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) as in repairs, complete all as specified and directed by Engineer-in- Charge.
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.
Providing and erecting of sign boards of size 1.5 sqm of shape as directed by EIC additional plate made out of retro-refelctive sheeting of Micro prismatic grade fixed over 3 mm thick aluminium composite panel framed in 50 mm rectangular stainledd steel frame as approved & supported on a 3.1 mtr long stainless steel post of 75 mm dia (02 nos). The details and letters of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 PCC block of size 45x45x60 cms for each leg including excavatiobn curing etc, as in repairs, complete all as specified and directed by Engineer-in-Charge.
Providing and fixing Glow sign board of size 1200mmx1200mm with lighting and complete fixing arrangements as in repairs, complete all as specified and directed by Engineer-in-Charge.
Providing and fixing Backlit board of size 1000mmx1000mm with lighting and complete fixing arrangements as in repairs, complete all as specified and directed by Engineer-in-Charge.
Spectrum Enterprises
M K Engineers and Contractors
m/s raghubar dayal
M/S AMARJIT SINGH
M/S Reliance Construction
AJANTA ENGINEERS
PUMA POWER
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