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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAccepted-AOC 15 GURU RAM DASS COLONY MITHAPUR JALANDHAR | L1 | Accepted-AOC lowest and reasonable bid | |
| 2 | L2₹35.2 L+₹1.6 L (4.75%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L2 | Rejected-Finance Other than the lowest bid | |
| 3 | L3₹35.4 L+₹1.8 L (5.38%)Rejected-Finance | L3 | Rejected-Finance Other than the lowest bid | |
| 4 | L4₹35.4 L+₹1.8 L (5.40%)Rejected-Finance | L4 | Rejected-Finance Other than the lowest bid | |
| 5 | L5₹36.4 L+₹2.8 L (8.36%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | L5 | Rejected-Finance Other than the lowest bid |
Tender Value
₹39.8 L
EMD Value
₹79,660
Closing Date
22 Apr 2024, 6:00 pmClosed
Garrison Engineer (West)
Kabir Road Jalandhar Cantt
SPL REPAIR TO BLDG NO P-176 (OTM ACCN) OF 128 AD MSL REGT AND OTHER SANCTIONED WORK UNDER GE (WEST) JRC
2024_MES_645459_1
GE/JAL(W)-85/2023-24
Open Tender
Civil Works
Item Rate
180 days
JALANDHAR CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Garrison Engineer (West)
₹79,660
Yes
19 Jun 2024
7 Mar 2024
29 Apr 2024
7 Mar 2024
22 Apr 2024
9 Apr 2024
Amount
Dismantling of brick tiles single layer as in roof covering. Complete all as specified and directed by Engineer-In-Charge.
Demolition of mud in roofs any thickness including plastering and leeping(whether full thickness removed or only a part thereof). Complete all as specified and directed by Engineer-In-Charge.
Roughning of old concrete surface/floor by picking, sweeping clean and washing down with water to remove dust including brushing neat cement slurry with 3.00 Kg of cement per sqm etc. Complete all as specified and directed by Engineer-In-Charge.
M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as roof padding to bring the existing slab in slope of 1:40. Complete all as specified and directed by Engineer-In-Charge.
M&L for cutting out cracks to V-section in existing RCC roof slabs or terracing , cleaning out & filling solidly with a hot mixture of bitumen and clean dry sand 1:1 ( by weight). Complete all as specified and directed by Engineer-In-Charge.
M&L for applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.20kg per sqm including cleaning surfaces. Complete all as specified and directed by Engineer-In-Charge.
M&L for fixing APP based polymeric membrane minimum weighing 3.6kg/sqm and min 3mm thick reinforced with polyster non wove faric (wt not less than 150gms/sqm) laid on primed surface by forced application. Complete all as specified and directed by Engineer-In-Charge.
M&L for 40mm thick brick tiles laid cement mortar bed of 1:6 , 15 mm thick and joints grouted in flush mortar 1:3 mixed with 5% crude oil by weight of cement. Complete all as specified and directed by Engineer-In-Charge.
All as per ser item No. 8 above but except tiles. Complete all as specified and directed by Engineer-In-Charge.
M&L for flush pointing in cement mortar 1:3 on brick tiles laid flat. Complete all as specified and directed by Engineer-In-Charge.
Demolition of cement concrete of any description and in any position (as in sunken portion also) and removing surplus soil out of defence land where directed at a level not exc 1.5 m above the starting point. Complete all as specified and directed by Engineer-In-Charge.
Given sunken floor shall be treated.as par following instruction and directed by Engr in charge (A) The surfaces to be appiled shall be completely dry and free from containments such as dirt ,dust ,oil surface treatments and old coatings .Concrete substrates must be mechanically prepared using abrasive blast cleaning or miling to remove cement laitance existing coatings and achive a griping profile that is clean dry and free from laitance and any other from of surfactue contamination. The installation instructions n manufacturer's published literature should be strictly complied with includngf but not limited to the following:- (aa) Chipping out any visible cracks in V-Groove pattern as applicable .Specail attention on this part. Cleaning of cracks and than filling those cracks with SIKA latex SBR 100 PUTTY/Dr fixit 302 SBR latex/perma Laxtex SBR /FOSROC Nitabond SBR laxtex / Asian paints latex as required Final clening of surface with power girnder Wire brush & vacuum pressure if required . (bb) Dampen all surfaces immediately ahead of applIcation of Acrylic modified Cementitious coating of SIKATop seal -107 / Brush bond FOSROC/DR Fixit/STP/CICO. (cc)Whilist the surface is still damo from saturation (S.S.D.) apply one coat of Acrylic modified cementition coating of SIKA Top Seal-107/brush bond FOSROC/DR Fixit/STP/CICO of viscosity as per manufacturer,s.instruction. (ee) Once touch dry apply second coat of Acrylic modifiedCementitious coating of SIKA Top seal-107/Brush bond FOSROC/DR Fixit/STP/CICO of viscosity as per manufactureer's instructions on the entire area. (ff) Second coat shall be applied 6-8 hours of application of previous coat and in the direction right angle to the previous coat. (gg) The waterproofing coating should be taken to a height min. 300 mm above the finished floor level on the vertical surface. (hh) It is essential to cure Acrylic modified Cementitious coating immediately after application (min. 6-8 hours drying) for a min. of 3 to 5 days to ensure full cement hydration and to minimize cracking. Admixture : SIKA Plastocrete Plus/FOROC/Dr Fixit/ STP/CICO confirming to IS 2645. Waterproofing /Sunken floor treatment has to be carried out though applicators authorised by the respective manufactures and approved by GE.
Supply and applying of crack bridging water proofing sealing tape, Sika deal F tape. Complete all as specified and directed by Engineer-In-Charge.
M&L for cement concrete type E-2 1:5:10 (using 40mm graded brick aggregate ) as in sunken flooring. Complete all as specified and directed by Engineer-In-Charge.
Dismantling floor, hearth or wall tiling or stone slabs including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises. Complete all as specified and directed by Engineer-In-Charge.
M&L for 25mm thick PCC (1:2:4) type B0 using 12.5mm graded aggregate as in sub floor , sub base; concrete surface finished even & rough to receive topping floor/tiles finish/layer sides of rounded or chamfered on edges complete all as specified and directed by Engineer-In-Charge.
M & L for coloured Non - skid Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:6. Complete all as specified and directed by Engineer-In-Charge.
All as per ser item No 17 above but in skirting and dado including rendering/screeding including cement mortar1:4 , 10mm thick. Complete all as specified and directed by Engineer-In-Charge.
M&L for glazed ceramic colour tiles 300mmx450mm/300mm x200mm x7mm thick set and jointed in neat cement slurry and pointed in coloured cement on vertical surfaces such as skirting/dado over and including cement mortar rendering/screding 10mm thick 1:4. Complete all as specified and directed by Engineer-In-Charge.
M&L for machine cut kota stone slab flooring 20-25mm thick and 600x600 mm in size over and including 20mm thick cement screed bed in CM 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, mirror finish. Complete all as specified and directed by Engineer-In-Charge. Note :- kota stone on steps of stairs must be in single piece only
Ditto all as per item No 20.00 above but on vertical surfaces such as riser, skirting, dudo, etc over and including 15mm thick cement plaster in CM 1:4 rough finished surface to receive tiles. Complete all as specified and directed by Engineer-In-Charge. Note :- kota stone on riser/skirting of stairs must be in single piece only
M&L for light shade Virified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including screed bed 15 mm thick in cement mortar 1:6. Complete all as specified and directed by Engineer-In-Charge.
All as per ser item No 22 above but in skirting and dado including 10mm thick rendering/screeding including cement mortar1:4. Complete all as specified and directed by Engineer-In-Charge.
Demolition of reinforced cement concrete of any description and in postiion not other wise specifically provided for. Complete all as specified and directed by Engineer-In-Charge.
M&L for MS TMT bars 10 mm dia and over dia and cut to lenth, bent to shape required incl cranking bending spirally for hooping for column hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia. Complete all as specified and directed by Engineer-In-Charge.
M&L for MS TMT bars , 5mm dia and over upto and including 10mm dia in stirrups, pacers and binders incl cranking bending spirally for hooping for column hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia or securing with clips.
M&L for reinforced cement concrete type B-0 1:2:4 (using 12.5 mm graded aggregate )slab supported on wall, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like. Complete all as specified and directed by Engineer-In-Charge.
M&L for reinforced cement concrete type B-1,1:2:4 (using 20mm graded stone aggregate ) as in beams, cantilevers, bressumm ers, lintels over 1.5m span and the like. Complete all as specified and directed by Engineer-In-Charge.
M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. Complete all as specified and directed by Engineer-In-Charge.
Demolition of brick work or stone/boulders masonary, built in cement mortar or cement lime mortar including all quions, arches, pillars etc. and rubbish materials remove from site. Complete all as specified and directed by Engineer-In-Charge.
M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified and directed by Engineer-In-Charge.
All as per Item No 31 above but except bricks. Complete all as specified and directed by Engineer-In-Charge.
M&L for Brick work with sub class 'B' bricks using old size bricks straight or curved on plan exceeding 6m mean radious built in CM 1:4 etc. Complete all as specified and directed by Engineer-In-Charge.
Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water etc and removing surplus soil out of Defence Land where directed at a level not exc 1.5 m above the starting point. Complete all as specified and directed by Engineer-In-Charge.
M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:6 on walls, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-In-Charge.
M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 on walls, finished fair and even, complete all as specified and directed by Engineer-In-Charge.
M&L rendering 5 mm thick on fair faces of brick work or concrete surfaces in CM 1:3 on ceiling and finishing the surface even and smooth without using extra cement. Complete all as specified and directed by Engineer-In-Charge.
M&L rendering 10 mm thick including applying cement slurry with 3.0 kg of cement per sq. metre on fair faces of brick work or concrete surfaces in CM 1:4 on facia/chajja/parapet walls etc upto triple storey and finishing the surface even and smooth without using extra cement. Note :- The quoted rate shall incl rate for scaffolding & other neccessary arrangements for working upto triple storey. Complete all as specified and directed by Engineer-In-Charge.
M&L for preparing new plastered or unplastered wall surfaces and applying two coats of cement base paint over and including a priming coat. Complete all as specified and directed by Engineer-In-Charge.
M&L for preparing new plastered or unplastered surfaces of walls by applying two coats of oil bound distemper over a coat of primer including 1mm thick wall care putty. Complete all as specified and directed by Engineer-In-Charge.
M&L for three coats of white wash on newly plastered surfaces of ceiling including preparation of ceiling surfaces. Complete all as specified and directed by Engineer-In-Charge.
M&L for preparation of old decorated surfaces of walls, and applying two coats of cement base paint complete all as specified and directed by Engr-in-charge.
M&L for prepration of old decorated surfaces of walls, washing rubbing down and stooping of distempered and painted surfaces and applying two coats of oil bound distemper over and including 1mm thick wall care putty. Complete all as specified and directed by Engineer-In-Charge.
M&L for prepration of old surfaces of ceiling and applying two coats of white (lime) wash on ceiling. Complete all as specified and directed by Engineer-In-Charge.
M&L for preparation of old plastered surfaces or unplastered surfaces of walls and applying one coat of white wash. Complete all as specified and directed by Engineer-In-Charge.
M&L for preparation of new plastered surfaces wall and applying three coats of white wash. Complete all as specified and directed by Engineer-In-Charge.
M&L for preparation of old steel surface of any description over 10 cm width or girth and applying one coat of synthetic enamel paint. Complete all as specified and directed by Engineer-In-Charge.
M&L for preparation of old wood and wood based surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint. Complete all as specified and directed by Engineer-In-Charge.
Dismantling of CI pipe 100/75 mm dia pipe, jointed in cement morter/lead joints and taking off in trench. Complete all as specified and directed by Engineer-In-Charge.
S&F 100 mm dia Cast iron soil, waste and vent pipes, in any length with or without ears with cement joints, laid in trenches or in floors/fixed to walls etc. Complete all as specified and directed by Engineer-In-Charge.
S&F Bends of 100mm dimnishing pieces or tapers ( larger bore measured). Complete all as specified and directed by Engineer-In-Charge.
S&F stack clamps out of 50mmx 5mm flat iron and 16mm dia round iron stays , including bolts and nuts and securing ends of stays to wall and roof. Complete all as specified and directed by Engineer-In-Charge.
S&F PVC (SWR) pipes with single socketed in any length with rubber ring joints laid in floor or fixed on brick walls 110 mm dia including demolition and braking up existing pipes in event not exceeding 150 mm dia including all fittings. Complete all as specified and directed by Engineer-In-Charge.
S&F PVC (SWR) bends in radius 110 mm bore. Complete all as specified and directed by Engineer-In-Charge.
S&F PVC (SWR) junction single, (Single T) equal or unequal in radius 110 mm bore . Complete all as specified and directed by Engineer-In-Charge.
S&F PVC (SWR) floor trap 100mm bore, plain with grating including jointing with solvent cement. Complete all as specified and directed by Engineer-In-Charge.
M&L for galvanised steel water tubing 15 mm bore, medium grade with & including all fittings fixed to wall, ceilings and or laid in floors etc including taking down the existing tubing. Complete all as specified and directed by Engineer-In-Charge.
M&L for galvanised steel water tubing 20 mm bore, medium grade with & including all fittings fixed to wall, ceilings and or laid in floors etc including taking down the existing tubing.Complete all as specified and directed by Engineer-In-Charge.
M&L for Cutting chases, pinning in brick wall making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc. and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10cm girth. Complete all as specified and directed by Engineer-In-Charge.
S&F PVC valveless, syphonic action type flushing cistern low level white with inlet ball valve float and handle, 10 ltr capacity including brakets fixed in repairs. Complete all as specified and directed by Engineer-In-Charge.
S&F squatting pan WC orissa pattern size 580 x 440 mm white with integral foot rest with P or S trap incl provn of lime concrete bedding incl breaking up existing damaged WC seat and connecting flush pipe etc and make good to floor complete all as specifed.
S&F Vitreous China wash down Water closet pan (pedestal pattern) "with plastic water closet seat cover closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging divice (excluding flusing cistern and flush pipe) in repairs. Complete all as specified and directed by Engineer-In-Charge.
S&F in repair Mild steel chromium plated jet for EWC 600mm long tube superior quality. Complete all as specified and directed by Engineer-In-Charge.
S&F vitreous china urinal half stall type complete including providing and fixing plugs bedding urinal against wall in CM(1:2) securing urinal to plugs with and incl 60cm long bras scruees, pointing aroung urinal back in cement incl and fixing and flush pipe, grating with coupling and union for discharge. Complete all as specified and directed by Engineer-In-Charge.
S&F PVC connection fiber, reinforced 45cm long 15mm in size with brass check nut and PVC washers at both ends. Complete all as specified and directed by Engineer-In-Charge.
S&F 15mm Angle/stop valves, fancy type chromium plated, screwed down, high pressure with crutch or butter fly handle screwed at two right angles ends for both iron pipe or for unions and fixed in repairs. Complete all as specified and directed by Engineer-In-Charge.
S&F Stop valve 15 mm cast copper alloy chromium plated fancy type with long shank & cup(concealed type) with capstan heads, screwed down, high pressure, with crutch or butterfly handle screwed for 15mm bore iron fixed in repair. Complete all as specified and directed by Engineer-In-Charge.
S&F Bib tap cast copper alloy , chromium plated suitable for 15mm bore iron pipe with long body fancy type complete fixed in repairs. Complete all as specified and directed by Engineer-In-Charge.
S&F brass chromium plated shower rose of 125mm size, with or without swivel joints including fixing to steel pipe or union in repairs. Complete all as specified and directed by Engineer-In-Charge.
S&F brass chromium plated tubular towel rail 20 mm dia , D type 60 cm long between CP flanges. Complete all as specified and directed by Engineer-In-Charge.
S&F Acrylic corner set of 3 pieces. Complete all as specified and directed by Engineer-In-Charge.
S&F stainless steel chromium plated soap dish, fixed with brass screws and rawl plug. Complete all as specified and directed by Engineer-In-Charge.
S&F in repair vitreous china wash hand basin with full pedestal white flat back, size 550mmx400mm fixed on and including cast iron cantilever brackets 32mm dia brass waste coupling and including fixing of tap waste fitting and union complete all as specified and as directed . Note: pillar tap shall be measured as supply only under respective items
S&F waste pipe suitable for Existing WHB. Complete all as specified and directed by Engineer-In-Charge.
S&F in repair 15mm dia bore pillar tap cast copper alloy, wih capstan heads, chromium plated , screwed down high pressure with or without lettered 'Hot' or 'cold' with long screwed shank and flynut, screwed for iron pipe and fixed. Complete all as specified and directed by Engineer-In-Charge.
S&F in repair Acraylic WHB Shelf 600 mm long and 125 mm wide. Complete all as specified and directed by Engineer-In-Charge.
S&F 1000 ltr rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) hoisted and fixed in position including dismantling of existing tank of any description. Complete all as specified and directed by Engineer-In-Charge.
S&F 20mm dia Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed. (Minimum weight-210gms.) Complete all as specified and directed by Engineer-In-Charge.
S&F in repairs 20 mm stop valves, cast copper alloy, screwed down, high pressure with crutch or butter fly handle screwed both ends for iron pipe or for unions. Complete all as specified and directed by Engineer-In-Charge.
M&L for mild steel pipe 25 mm dia curtain rod with PVC coating fixed in the MS hooks, and finials/side brackets (both side), shade. Complete all as specified and directed by Engineer-In-Charge.
Taking down chowkats or frame not exceeding 1.5 sq m each with shutters (without taking off shutters from the fames). Complete all as specified and directed by Engineer-In-Charge.
Taking down chowkats or frame exceeding 1.5 sq m but not exceeding 4 sq m each with shutters (without taking off shutters from the fames). Complete all as specified and directed by Engineer-In-Charge.
S&F structural steel framed work as in doors frame or gates, hold fast etc. of angle or other section with gusset plates, rails, braces etc. Cutting, drilling and welding complete, drilled for fixing of steel sheeting or other covering. Doors etc, to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging also fastening and fixing. Complete all as specified and directed by Engineer-In-Charge.
S&F Rolled mild steel in joist , channel, angle or tee section fixed independently without connecting plates etc (cut to ordinary length i,e, witin 20mm of the length indicated ) of Fe410W(Gde-E-250)quality A. Complete all as specified and directed by Engineer-In-Charge.
S&F 2nd class hard wood 35mm thickness of factory made plain framed, panelled shutter with lock rail and panel of 9 mm BWP commercial ply or 12mm veneered partical board with commercial veneering on both faces. The size of rail and stile as per IS: 1003 (Part-I), kiln seasoned and chemically pressure treated. Complete all as specified and directed by Engineer-In-Charge.
S&F 2nd class hard wood 35 mm thick glazed and skeleton shutters, factory made, open rebated and prepared to receive glass, gauge etc (without sash bars) 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, sector 8, clause 8.20 (a). Complete all as specified and directed by Engineer-In-Charge.
S&F Stainless steel butt hinges medium weight, bright polished 100 mm size for fixing any type of door Shutter. Complete all as specified and directed by Engineer-In-Charge.
S&F in repair 300 mm Aluminium alloy, anodised, 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-aluminium alloy. Complete all as specified and directed by Engineer-In-Charge.
S&F in repair 150mm Extruded aluminium alloy handles, fabricated type, anodised. Complete all as specified and directed by Engineer-In-Charge.
S&F in repair Aluminium anodised, barrel tower bolts 200 mm long. Complete all as specified and directed by Engineer-In-Charge.
S&F 300mm, Mild steel ordinary rat tail rod pattern springs including roller and roller plate. Complete all as specified and directed by Engineer-In-Charge.
S&F Aluminum floor door stopper 63 mm with two rubber legged. Complete all as specified and directed by Engineer-In-Charge.
S&F PVC solid door frame of size 50mm x 47mm made out of 5 mm plain/colour PVC sheet to be matched with shutter, reinforced with MS square tube, as per specification and drawing in SSR Part-II. Complete all as specified and directed by Engineer-In-Charge.
S&F factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of MS tubes for top & bottom rails MS frame shall be covered with heat moulded plain coloured PVC 'C' channel having a VC sheet strip of 20mm which stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail lock rails & bottom rail on either side & as gap insert for top rail & bottom rail panelling of plain colour PVC sheet to be fitted in the M.S frame weled/ sealed to the stiles and rails with suitable PVC sheet beading and jointed together with solvent cement supplying and fixing in the frame at site as per specification & drawing. Complete all as specified and directed by Engineer-In-Charge.
Dismantling boarding, any description, fixed in any position with nails. Complete all as specified and directed by Engineer-In-Charge.
M&L for PVC 19/20mm thick cupboard shutter one side with decorative choice lamination and other side balancing white lamination, fixed with screws to timber framed work including fixing arrangement. Complete all as specified and directed by Engineer-In-Charge.
Supplying and fixing steel windows 1.25 mm thick Box type (primer coated) ERW hollow 'P' section of size 60 mm x 25 mm single rebated comprises of glazed sutter EWR sec 50 mm x 20 mm and 1 mm thick and two openable leaf conisting two Nos sash bar of 'T' section 20 mm x 3 mm complete welded to frame with one vertical mullion of EWR bot 'T' section of size 60 mm x 25 mm and 1.25 mm thick including cuttings holes and making good dismantled portion in PCC (1:2:4) type B1, four Nos for each window including following fittings welded to failed shutter:- (a) Holdfasts 150 mm long 12mm x 3 mm made to shape- 4 Nos per window (b) Handle of Z sec 20 mm x 25 mm, 100 mm long - 1 nos per leaf. (c) MS tower bolt 150 mm long - 2 Nos per leaf. (d) 'Z' sec 20 mm x 25 mm , 100 long stopper-01 Nos per leaf, (e) Cleat 55mm long of hollow square 15 mm x 20 mm x 63 mm welded to hinges - 1 Nos per leaf (f) MS pintal hinges of size 75 mm x 12 mm - 2 Nos per leaf. (g) fabriction and fixing arrangement complete. Note:- Grill / guard war , glass pane shall be measured and Paid saperately. Complete all as specified and directed by Engineer-In-Charge.
All as per description of serial item No. 98 above but in gauged shutters without sash bars. Complete all as specified and directed by Engineer-In-Charge.
S&F Steel ventilator, fixed type with glazing bars. Complete all as specified and directed by Engineer-In-Charge.
S & F framed work such as grills, gratings, etc .with ends of bars shouldered and/ or riveted , or forget into spikes ; framed guard bars barallel iron doors and similar work conforming to Fe.290.Gde-E-165. Complete all as specified and directed by Engineer-In-Charge.
S&F anodized aluminium frames with powder coating (minimum thickness of powder coating 50 micron) for sliding doors, windows, ventilators etc with one or more rebates including jointing cleat for fixing etc.Complete all as specified and directed by Engineer-In-Charge.
S&F anodised aluminium door shutter with powder coating (minimum thickness of powder coating 50 micron) aluminium sections weighing not less than 1.0 kg/m including necessary joining cleats, glazing clips, rubber neoprene packing, handles 2 Nos in each door, anodised aluminium hinges, snap beading, screws,etc. Complete all as specified and directed by Engineer-In-Charge.
S&F anodised aluminium window(Sliding or side hung shutter) and ventilator shutters, with powder coating (minimum thickness of powder coating 50 micron) side hung/ sliding type without sash bars, aluminium sections weighing not less than 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21,100mm long (2 no.) suitable handle (1 no.). Complete all as specified and directed by Engineer-In-Charge.
S&F figuered/tinted glass 5.0 mm thickness, ordinary quality and glazing with oil putty in square not exceeding 0.5 sq. m in each pane. Complete all as specified and directed by Engineer-In-Charge.
S&F solid PVC Wall Lining consisting of 5mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site to timber/aluminium frame work or as required on site including fixing arrangement. Complete all as specified and directed by Engineer-In-Charge.
M&L for preparation of new wood surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over and including a coat of pink primer, complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint, complete all as specified and directed by Engineer-In-Charge.
M&L for preparation of newly surface of steel exceeding 10cm width and girth and applying two coat of synthetic enamel paint over a coat of red oxide zinc chrome. Complete all as specified and directed by Engineer-In-Charge.
S&F galvanized mild steel wire cloth 0.56 mm nominal dia and average width of aperture 1.18 mm and fixed with tinned tacks. Complete all as specified and directed by Engineer-In-Charge.
M&L for 3.00 mm thick glass sheet, ordinary quality and glazing with oil putty in square not exceeding 0.5 sq. m in each pane. Complete all as specified and directed by Engineer-In-Charge.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5M in depth for foundation etc and getting out in soft/loose and laying of UG cable complete all as specified and directed by Engineer-In-Charge.
Returning filling including spreading, levelling, watering and well ramming in layers not exceeding 25cm. Complete all as specified and directed by Engineer-In-Charge.
Removing excavated material soil to a distance not exceeding 50 m and depositing, where directed at a level not exceeding 1.5 m above the starting point. Complete all as specified and directed by Engineer-In-Charge.
M&L for hard core of broken stone boulders of gauge not exceeding 63mm, deposited spread and levelled in layers not exceeding 15cm thck watered and ramemed to a true surface. Complete all as specified and directed by Engineer-In-Charge.
M&L for damp proof course 25 mm thick in cement concrete 1:2:4 to horizontal or vertical surfaces including necessary formwork. Complete all as specified and directed by Engineer-In-Charge.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa and finished with resin coat on both surfaces @ 150 gm/sqm of coating as in roof covering /cladding to wall fixed with self tapping screws. Complete all as specified and directed by Engineer-In-Charge.
M&L for 75mm thick cement concrete 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in plinth protection path laid in panel surface finished even and fair. Complete all as specified and directed by Engineer-In-Charge.
M&L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation complete all as specified.
M&L for chequered cement concrete coloured tiles 300x300x25 mm thick laid over and including 15 mm thick bedding layer in cement mortar 1:4 set, jointed and pointed in cement mortar 1:3 with grey cement and using pigment as in paths. Complete all as specified and directed by Engineer-In-Charge.
Taking down carefully aluminium / copper point wiring (light / fan / socket or power) complete including fitting such as switches, ceiling roses, socket, light fittings, regulators etc complete and making good disturbed surfaces of walls, floors
Taking down unserviceable Submain/Cable of any size as directed by Engineer-In-Charge.
Taking down main switch / DB as directed by Engineer-In-Charge.
M & L for concealed point wiring complete with 1.5 sqmm single core multistranded copper conductor FRLS, PVC insulated and unsheathed cable 650 /1100 volts grade drawn through & including PVC conduit ,medium grade with accessories like bends, tees, junction boxes etc fix on wall or ceiling surfaces all as specified including 1.5 sqmm , FRLS type , copper multistranded cable as earth wire including pressed steel sunken boxes for mounting of MODULAR TYPE switch/sockets and regulator and including modular type cover plate white colour all as specified and directed for: One light / fan / call bell point controlled by one, one way switch.
One 3 pin socket out let 5 Amps on same board with other switches.
One 3 pin socket out let 5 Amps on Independent board with other switches.
All as per item No.124.00 above but with 2.5 sqmm multistranded copper multistranded conductor FRLS cable with 2.5 sqmm earth wire for one 6 pin socket outlet 15 amps on independent board
M & L switch piano 6 Amp flush button type SP one way, 230 Volts, AC
S & F socket out let multipurpose 5 pin 6 Amps, flush type, 230 Volts
M & L Switch piano 16 Amp, flush button type SP one way, 230 Volts AC
S & F socket combination 6 pin 16 Amp flush type multipurpose 230 Volts AC .
S & F stepped socket type electronic fan regulator and connecting up complete 230/250 V as directed by Engr-in-Charge.
M & L Lamp holder, PVC/Polycarbonate type with back plate suitable for batten fittings incl 01x 09 Watt LED bulb complete all as specified and directed.
M & L ceiling rose surface bakelite 65 x 50 mm three terminals complete all as specified.
M & L for sub main wiring with two single core PVC insulated and unsheathed cable 6 sqmm with multi stranded copper conductor , FRLS type cable drawn through and including PVC concealed conduit of not less than 25mm in size complete with all accessories alongwith provn of 6 sqmm PVC insulated and unsheathed ,multi stranded copper conductor , FRLS type cable as earth wire.(Three runs of cable and one run of conduit shall be measured as one length)
S&F LED tube light fitting 20W (Double side) including LED lamp 20W with 2100 lumen output with internal surge protection device of 4KV with voltage band of 140-280V CRI-6500K (White light) fixtures box type and connecting electrically to ceiling rose using PVC insulated and overall sheathed flexible copper conductor of size 0.50mm 3 core complete all as specified and directed.
Supply & fixing in replacement LED street light fitting 30 Watt including LED lamp pressure die cast aluminum IP66 with surge protection device of 10KV, IK7 LED (SEOUL) 6500K and connecting electrical to ceiling rose using PVC insulated and overall sheathed flexible copper conductor of size 0.50 mm 3 core including GI pipe 32mm light grade 0.9 Mtr long bent to L shape in 02 Nos of GI Clamps of size 25x6 mm of length 25mm with nuts, bolts and washers complete complete all as specified and directed.
Supply , installation & commissioning MCB Load Distribution board TPN 4 way double door, for mounting DP/ SP/TP/ MCBs/MCCBsas Incoming / outgoing, factory made, confirming to IS, fabricated out of CRCA sheet , fitted with DIN channel, neutral link and suitable rated bus bar, DBs shall be semi glossy finished with epoxy polyester based powder paint sprayed and backed at high temperature, between powder paint process the sheet steel having to go through the anti rust conditioning in not less than seven tank process to ensure smooth finish and protection against corrosion atmosphere. The DBs shall be double door type with hinged door with locking arrangement. The DP/SP/TP MCB shall be of same make as DB. DB shall also be provided with label marking indicating the incoming and outgoing circuits on all way as specified. The DBs shall be of IP 43 - IK 09 with metal door complete all as specified and directed at site .
Supply and Fix 4 Pole MCCB 63 to 100 Amp, 50 Hz, 415 V with rupturing capacity 25 KA.
S & F DB double door SPN 8 Way for MCB 240V with 200 Amp rated bus bar
S/F MCB SPN 32 to 63 Amps 240 volts
S/F MCB SP 6-32 Amps 240 volts
M&L for earthing complete with GI steel earth plate electrod 60x60cmx6.00mm thick bouried directly in ground /earth pit not less than 2.25m deep below the ground level with top edge of the plate not less than 1.5 m below the normal ground level connected to test point by using GI wire of dia 4 mm as earthing lead soldering/revated to earth plate at one end and connected DB by means of nut, bolts etc complete with PCC pit (1:3:6) type GI cover with handle funnel with watering pipe wire mess GI protection pipe for earthing lead all complete as specified and as per electric plate No.5 of SSR Part I
Supply and laying GI Tube Med grade 50mm dia incl all fitting all as specified and directed.
Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core
M & L river sand in trenches as cable cushioning 8 cm below the cables and 15cm above the cable which is to be punned down to 10m all as specified and directed.only punned thickness will be measured.
Supply and lay burnt bricks sub class 'B' standard size laid across the cable in trenches as protection to the cable all as specified and directed.
S S CONSTRUCTION
Ms Sanjiv Kumar
M/S Vinod Kumar
NATIONAL BUILDERS
nitin trading company
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