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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Being L1 | |
| 2 | L2₹16.6 L+₹69,137 (4.35%)Rejected-Finance 1 AL SHEIKH COMPLEX 1ST FLOOR PEERBAGH CHOWK SRINAGAR PEERBAGH SRINAGAR BUDGAM JAMMU KASHMIR 190014 | BUDGAM | JAMMU AND KASHMIR | 190014 | L2 | Rejected-Finance Other Than L1 | |
| 3 | L3₹17.8 L+₹1.9 L (12.2%)Rejected-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | L3 | Rejected-Finance Other Than L1 | |
| 4 | L4₹18.0 L+₹2.1 L (13.3%)Rejected-Finance | L4 | Rejected-Finance Other Than L1 | |
| 5 | L5₹19.3 L+₹3.4 L (21.3%)Rejected-Finance | L5 | Rejected-Finance Other Than L1 |
Tender Value
₹22.8 L
EMD Value
₹45,600
Closing Date
9 Apr 2022, 6:00 pmClosed
AGE (I) CIF (K)
AGE (I) CIF (K) SHALATENG
SPECIAL REPAIR TO BUILDING NO P-108 AT HQ CIF (K) IN SHALATENG GARRISON UNDER AGE (I) CIF (K).
2022_MES_513474_1
CA NO. AGE (I) CIF (K) - 64/2021-22
Open Tender
Civil Works
Item Rate
180 days
SHALATENG
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
AGE (I) CIF (K)
₹45,600
Yes
26 Apr 2022
12 Mar 2022
11 Apr 2022
12 Mar 2022
9 Apr 2022
26 Mar 2022
Amount
B/R Works: Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering, complete all as specified and directed by the Engineer-in-Charge
Pre-painted galvalume aluminum zinc coating GI based corrugated profile steel sheet 0.50mm thick of colour as approved by AGE(I), having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.
Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of colour as approved by AGE(I), having tensile strength of 550 Mpa as in roof covering/cladding to ridges, valley gutters etc. fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.
Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by the Engineer-in-Charge.
Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.
Plain cement concrete, 1:2:4, type B-0 using 12.5mm graded crushed stone aggregate, 25mm thick, surface finished fair to receive top layer of flooring, complete all as specified and as directed by the Engineer-in-Charge.
Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.06sqm, but not exceeding 0.11 sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
Glazed ceramic tiles, coloured, of size 450 mm x 300mm, thickness not less than 7mm as in vertical surfaces such as skirting/dado etc, set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match the shade of tile, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.18sqm, but not exceeding 0.36sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.18sqm, but not exceeding 0.36sqm as in vertical surfaces such as skirting/dado etc, set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match the shade of tile, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.
Chequered cement concrete tiles of size 20 cm x 20 cm x 25 mm (2.5Cm) thick set, jointed and pointed in neat cement slurry in floors,with grey cement and pigment, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.
Cleaning sunken portion of slab (Bottom and sides) and providing water proofing treatment as under, complete all as specified and as directed by the Engineer-in-Charge.:- (i) Plain cementcncrete type B1 1:2:4, using 20mm gradred crushed stone aggregate, 100mm thick, admixed with water proofing compound, as in sub base/floors (ii) Rendering 15mm thick in cement mortar 1:3 admixed with water proofing compound (iii) APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified and as directed.
Plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete in suken portion of slabs, complete all as specified and asdirected by the Engineer-in-Charge.
Applying evenly a priming/tack coat with bituminous primer at 4kg per 10 sq metre for suken treatment, complete all as specified and directed by Engineer-in-Charge.
After the primed dryed surface applying evenly a coat of blown type bitumen at the rate of 1.50 kg per square metre and blinding with clean dry sand @ 0.05 cu. m. per sq. m, complete all as specified and as directed by the Engineer-in-Charge.
Supply only liquid water prppfing compound of approved make., complete all as specified and as directed by Engineer-in-Charge.
Dismantling boarding, any description, fixed in any position with screws, complete all as specified and directed by the Engineer-in-Charge.
Dismantling timber scantling 40 Sq cm and over in section in any position, unframed work, complete all as specified and as directed by the Engineer-in-Charge.
2nd class soft wood (Kail) as in scantling, clean sawn timber, fixed in framed work, complete all as specified and as directed by the Engineer-in-Charge.
Plain fillets. square, rectangular or triangular in section, made of 2nd class soft wood (Kail), wrought, secured with nails or brads, sectional area exceeding 6 sqcm but not exceeding 13 sqcm, complete all as specified and as directed by the Engineer-in-Charge.
18/19mm thick prelaminated particle board, interior grade, prelaminated both sides with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work,as in shelves/kitchen cupboards/almirah shutters, complete all as specified as directed by the Engineer-in-Charge.
Taking down chowkat or frames with shutters (without taking off shutters from the frames) area n.exc 1.5 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost) , complete all as specified and directed by the Engineer-in-Charge.
Taking down chowkat or frames with shutters (without taking off shutters from the frames) exc. 1.5 Sqm but n.exc 4 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost), complete all as specified and as directed by the Engineer-in-Charge.
Plain, solid straight chowkats,and frames, made of 2nd class soft wood (Kail), wrought framed rebated on the solid, rounded or chamfered put together with glue, pinned at joints supplied and fixed , complete all as specified and as directed by the Engineer-in-Charge.
Plain framed , panelled shutters (any numbers of panels), 35mm thick, made of 2nd class soft wood (kail), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers; supplied & fitted to chowkats, complete all as specified and as directed by the Engineer-in-Charge.
Glazed and skeleton shutters, 35mm thick, made of 2nd class soft wood (kail) open rebated and prepared to receive glass, gauze, etc, (with 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. section 8, clause 8.24(a) for doors etc are provided with stiles and rails, complete all as specified and as directed by the Engineer-in-Charge.
Glazed and skeleton shutters, 30mm thick, made of 2nd class soft wood (kail) open rebated and prepared to receive glass, gauze, etc, (with 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. section 8, clause 8.24(a) for doors etc are provided with stiles and rails, complete all as specified and as directed by the Engineer-in-Charge.
Solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted in openings as per specification & drawings shown in SSR Part-II,, complete all as specified and as 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 sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing, complete all as specified and as directed by the Engineer-in-Charge.
Hacking out old broken glass (any thickness, size, quality or description) from wooden frames steel frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads including punching or drilling out old glazing pins/spring clips and providing and fixing new ones, complete all as specified and directed by the Engineer-in-Charge.
Sheet glass 3mm thick ordinary quality and glazing with oil putty/pins/spring pins or wooden beads in squares not exc. 0.5 Sqm in each pane, complete all as specified as directed by the Engineer-in-Charge.
Mild steel galvanised wire cloth 0.63mm nominal dia of wire and average width of aperture 1.40mm fixed with tinned tacks, wire staples or beading etc., complete all as specified as directed by the Engineer-in-Charge.
Butt hinges, medium weight, cold rolled, mild steel 100 mm long (ISI marked) ,complete all as specified and as directed by the Engineer-in-Charge.
Butt hinges, medium weight, cold rolled, mild steel 75mm long (ISI marked) ,complete all as specified and as directed by the Engineer-in-Charge.
300mm ordinary rat tail rod pattern door spring including roller and roller plate of mild steel, complete all as specified as directed by the Engineer-in-Charge.
Aluminium anodised, barrel tower bolt of extruded section and fixed, 100mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge.
Aluminium anodised, barrel tower bolt of extruded section and fixed, 200 mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge.
Aluminium handle, cast type, anodised, 150 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge.
Aluminium handle, cast type, anodised, 100 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge.
Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) with and fixing clips of sheet, cast or excluded sections and fixing bolts and sliding bolts of excluded sections or cast aluminum alloy and fixed, 300 mm long, complete all as specified and directed by the Engineer-in-Charge..
Continuous (piano) hinges, mild steel, bright finish or electrogalvanised, Width of flaps (when open) 30mm, complete all as specified as directed by the Engineer-in-Charge.
Hasp and staple, of size 75mm long, mild steel, safety type, stove enamelled black, including bolt to hinge plate and fixed with screws, complete all as specified as directed by the Engineer-in-Charge.
Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed by the Engineer-in-Charge.
Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.
Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge
Taking down plastering in cement lime or cement mortor on brick or stone work etc. including racking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed by the Engineer-in-Charge.
Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:6, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
Preparation of new plastered / unplastered surfaces of walls and applying two coats of distemper oil emulsion over and including 3mm thick wall care putty and chalk whiting on walls, complete all as specified and as directed by the Engineer-in-Charge.
Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer, complete all as specified and as directed by the Engineer-in-Charge.
Vitreous Chinaware squatting pan, orissa pattern size 580mm x 440mm with integral foot rests, white, with cast iron ‘P’ or ‘S’ trap, front or back inlet, including provision of lime concrete, making connections to trap and to flush pipe etc. and making good to floors, fixed in repairs, complete all as specified and directed by the Engineer-in-Charge.
PVC valveless, syphonic action type flushing cistern, 10 litres capacity, plunger type, low level, white with inlet, ball valve, float and handle, 32 mm dia PVC long bend flush pipe 90cm long, fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.
Taking up or down steel tubing and connections, 15 mm bore, including cleaning for refixing, complete all as specified and as directed by Engineer-in-Charge.
Steel water tubing of nominal bore 15 mm, medium grade galvanised with all fittings including short lengths, fixed to walls and ceiling or laid in floor complete with all fittings( such as bends, elbows, Tee, short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc.), complete all as specified and directed by the Engineer-in-Charge.
Taking up or down steel tubing and connections, 20 mm bore, including cleaning for refixing, complete all as specified and directed by the Engineer-in-Charge.
Steel water tubing of nominal bore 20 mm, medium grade galvanised with all fittings including short lengths, fixed to walls and ceiling or laid in floor complete with all fittings( such as bends, elbows, Tee, short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc.), complete all as specified and directed by the Engineer-in-Charge.
Cutting chases, pinning in, 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 in brick/stone walls, complete all as specified and directed by the Engineer-in-Charge.
lagging to pipes of 20 mm bore, used in internal water supply or plumbing all round with, 25mm thick bonded mineral wool preformed ‘SNAP ON’ pipe sections of density 144 Kg /cum conforming to IS 9842 provided with chicken mesh wire netting 25 gauge, 20mm mesh, covering with 0.01mm aluminium foil, complete all as specified and as directed by the Engineer-in-Charge.
Stop valves 15mm bore, cast copper alloy, fancy type, chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.
Pillar taps, 15mm bore, cast copper alloy, with capstan heads, chromium plated, fancy type, screwed down high pressure, with or without lettered `Hot’ or `Cold’ with long screwed shanks and fly-nuts, screwed for iron pipe and fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.
Bib taps, 15mm bore, cast copper alloy, chromium plated, fancy type with crutch or butter fly handle, screwed down, screwed for iron pipe, or brass ferrule and fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.
Brass CP wall/basin mixer,15mm bore, for mixing hot and cold water screwed down for iron pipe and fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.
PVC connection 15mm size with PTMT nuts of length 600mm, fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.
Vitreous China, wash hand basin, flat back white of size 550mm x 400mm including brackets, waste coupling of PTMT (half or full threaded) (Minium weight 32mm -45grms/40mm-60grms) with long screwed shank and fly nuts, 32mm dia PVC waste pipe, chain and plug, porcelain stopper including cutting for and pinning in ends of brackets or erecting stand, fixed in repairs, complete all as specified and directed by Engineer-in-Charge
Demolition and breaking up of drain pipes 100mm bore (Salt glazed ware/AC pipe/reinforced concrete pipe/PVC pipe ) set in cement mortar including concrete bed & haunching (if required) and removing away complete from site, complete all as specified and asdirected by the Engineer-in-Charge.
PVC (SWR) pipes, 110mm dia, single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by the Engineer-in-Charge.
PVC (SWR) pipes, 75mm dia, single socketed, in any length with rubber ring joints, laid in trenches or in floors,complete all as specified and as directed by the Engineer-in-Charge.
PVC (SWR) branch pieces, 110mm bore, single Y/bends/Tee (equal or unequal), complete all as specified and as directed by the Engineer-in-Charge.
PVC (SWR) branch pieces, 75mm bore, single Y/bends/Tee (equal or unequal), complete all as specified and as directed by the Engineer-in-Charge.
PVC (SWR)bends (any radious), 110mm bore, diminishing pieces or tapers, complete all as specified and as directed by the Engineer-in-Charge.
PVC (SWR)bends (any radious), 75mm bore, diminishing pieces or tapers, complete all as specified and as directed by the Engineer-in-Charge.
PVC (SWR) multi floor trap with grating suitable for 75mm dia grating including jointing with solvent cement, complete all as specified and asdirected by Engineer-in-Charge.
Soap dish, vitreous China white, approximate size 160x 160x 90mm any type, fixed to plugs with chromium plated brass screws, fixed in repaires, complete all as specified and as directed by the Engineer-in-Charge.
Towel Rail 600mm long of PTMT fixed with and including chromium plated brass screws and wooden/plastic cleats. (Minimum weight 190gms), complete all as specified and directed by the Engineer-in-Charge.
20 mm thick, Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms/vertical wall clading etc and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 10mm thick rendering (bedding layer/backing coat) on brick/concrete surface in cement mortor 1:4 etc., complete all as specified and directed by Engineer-in-Charge.
Sink without drainage board made of stainless steel 1mm thick for kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever cast iron bracket, connecting union etc. and overall size 495 x 420mm with bowl size 410 x 330 x 160mm including 40 mm dia. Waste coupling of PTMT (half or full threaded) .(Minimum weight 32mm- 45gms/40mm-60 gms)., fixed in repairs, complete all as specified and asdirected by the Engineer-in-Charge.
Dismantling of water tanks of capacity exceeding 500 litres but not exceeding 1000 litres, complete all as specified and directed by the Engineer-in-Charge.
Rotational moulded polyethylene water storage tanks of capacity 500 litres three layered (Cylindrical vertical with closed top) hoisted and fixed in position including wash out with plug/over flow pipe and anti mosquito rose coupling at one end all as specified in SSR Part-I, including 20mm dia ball brass valves, high pressure, with polythene float and flynut, complete all as specified and directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6, type C-2, using 40mm graded crushed stone aggregate as in surface channel and drains including necessary formwork, complete all as specified and asdirected by the Engineer-in-Charge.
Extra for forming fair finished drain or channel 20 to 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified and asdirected by the Engineer-in-Charge.
Preparation of old decorated plastered or unplastered surfaces of wall including cleaning by brooming down or with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots etc. and applying two coats of oil bound distemper on wall, complete all as specified and as directed by Engineer -in -Charge.
Preparation of old decorated plastered or unplastered wall surfaces including cleaning by brooming down or with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots etc. and applying two coats of cement base paint on wall, complete all as specified and as directed by Engineer -in -Charge.
Preparation of new or previously untreated wood or wood based surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified as directed by the Engineer-in-Charge.
Preparation of old painted wooden or wood based surfaces of any description, not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed by Engineer-in -Charge.
Preparation of newly untreated steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate,complete all as specified and as directed
Preparation of old painted steel or steel based surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint, complete all as specified and directed by the Engineer-in-Charge.
Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or for shafts, wells, cesspits, manholes etc., not exceeding 10 Sqm on plan and n. exc. 1.5 metre in depth and getting out, in any type of soil, complete all as specified and as directed by the Engineer-in-Charge.
Plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete, complete all as specified and asdirected by the Engineer-in-Charge.
Plain Cement Concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes 150mm bore, laid to falls including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by the Engineer-in-Charge.
Reinforced concrete pipes, 150mm dia class NP2 with one collar per length of pipe, laid and jointed complete with collars, complete all as specified and as directed by the Engineer-in-Charge.
Demolition of reinforced cement concrete in ground floors and paving not exceeding 15cm thickness (below or above ground level) including removal of broken material from site, complete all as specified and as directed by the Engineer-in-Charge.
Providing precast reinforced cement concrete 1:2:4 type B-I, using 20mm graded crushed stone aggregate, as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 including necessary formwork, complete all as specified and as directed by the Engineer-in-Charge. Note:- Reinforcement shall me measured and paid for separately.
TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping 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 as directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate, 75 mm thick as in plinth protection laid in alternate bays (n exc 2 Sqm each) and finished even and fair without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight, complete all as specified and as directed by Engineer-in-Charge.
Stainless steel plate rack of approx size 750x900mm fixed with chromium plated screw and PVC cleat in repair etc complete all as specified and as directed by Engineer-in-Charge. Make : Blue star Cat part No KPR-315 or equivalent of Nirali/Diamond.
E/M Works: Taking down carefully copper/aluminium point wiring (light, fan, light & power socket) complete with fittings and fixtures such as switches,ceiling rose ,pendents, regulators, socket, lamp holders brackets,bulk head fitting, etc removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and also making good distrubed surfaces of wall,floors etc, complete all as specified and directed by the Engineer-in-Charge.
Point wiring with 1.5 sqmm copper conductor (Multistranded) PVC insulated and unsheatheted FRLS electric cable 1100 volts grade and including PVC casing caping/conduit pipe of suitable size with all fittings accessories and including PVC insulated electric cable 1100 volts, 1.5 sqmm (multi stranded) copper conductor single core (Green colour) cable as continious earth wire connected to common earth dolly including sunk sheet terminal box made out of 1.6 mm thick MS sheet concealed on wall or on surface as per site requirement and making good distrubed surface of wall ,covered with 3 mm thick plastic laminated for mounting of switches, socket, fan regulators etc., complete all as specified and directed by the Engineer-in-Charge for the following:-
One light /fan/bell point controlled by one No, one way 5 Amps switch. complete all as specified and as directed by the Engineer-in-Charge.
One 3/5 pin socket outlet, 5 Amp, independent, controlled by one No. one way switch on independent board, complete all as specified and as directed by the Engineer-in-Charge.
One 3/5 pin socket outlet, 5 Amp controlled by one No, one way switch on same board, complete all as specified and as directed by Engineer-in-Charge.
All as per serial item No 98 here-in-before ,but for one socket out let 15 Amp on the independent board with 2.5 sqmm copper conductor multistranded PVC insulated and unsheathed electric cable 1100 volts (ISI MARKED) including PVC insulated and unsheathed electric cable 1100 volts, 2.5 sqmm copper stranded conductor as continious earth wire connected to common earth dolly, complete all as specified and as directed by the Engineer-in-Charge.
Sheet metal enclosure factory made (double door) shutter type for MCB DB SPN, 240 Volts, 8 ways with 200 Amps rated bus bar, neutral link, earth bar, complete all as specified and as directed by the Engineer-in-Charge.
MCB SPN, 40-63 Amps, 230 volts, 10 kA rupturing capacity, 'C' curve type, including taking down old existing, complete all as specified and as directed by the Engineer-in-Charge.
MCB SP, 5 -32 Amps, 230 volts, 10 kA rupturing capacity, 'C' curve type, including taking down old existing, complete all as specified and as directed by the Engineer-in-Charge.
Piano type switch one way, SP, flush type, 5 Amps, 230 volts AC, 50 Hz, complete all as specified and as directed by the Engineer-in-Charge.
Piano type socket outlet, flush type, 2 in 1, 3 pin, 5 Amps, 230 volts AC, 50 Hz, complete all as specified and as directed by the Engineer-in-Charge.
Piano type switch one way, SP, flush type, 15 Amps, 230 volts AC, 50 Hz, complete all as specified and as directed by the Engineer-in-Charge.
Piano type socket outlet, flush type, 5 in 1, 15 Amps, 230 volts AC, 50 Hz, multipurpose type, complete all as specified and as directed by the Engineer-in-Charge.
Ceiling rose surface type, 65 mm x 50 mm three terminals/PVC/polycarbonate, isolated body fixed on PVC block,complete all as specified and as directed by the Engineer-in-Charge.
Electronic fan regulator flush mounting step type 300-400 Watts, complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing LED lights fitting 1x 18W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose, complete all as specified and as directed by the Engineer-in-Charge. Make: Havells Cat part No LHEXBLP7PN1W018 or equivalent in Bajaj/Crompton Greaves /Phillips
Replacement of existing Lamp holder with new Lamp holder PVC polycarbonate type with back plate and providing LED 9 Watt lamp , complete all as specified and as directed by the Engineer-in-Charge. Make:- Bajaj/Havells/Philips.
Earthing complete with and including galvanised steel earth plate electrode 600 mm x 600 mm x 6 mm thick surrounded by a mixture of charcoal and salt in alternate layers burried directly in ground vertically in a pit of depth not less than 2.25 m deep below ground level with top edge of earth plate at a depth of not less than 1.5 m below ground level, connected with and including galvanised iron or steel earth wire,4mm dia (No. 8 SWG) by means bolts, nuts, check nuts and washers made out of galvanised iron, 15 mm bore (light grade) GI pipe for protection of earthing lead, 20 mm bore (light grade) GI pipe for watering with funnel, wire mesh and including necessary excavation and earth work, PCC 1:2:4 type B-1 pit and 50 mm thick RCC M-25(Design mix) reinforced with XPM (weight not less than 3 kg/sq m) pit cover, C.I frame, charcoal and comman salt filling in alternate layers, complete all as shown and specified in electrical plate No. 3 of SSR Part-I (2009), complete all as specified and directed by the Engineer-in-Charge. Note:- Earthing to be done for replacement of existing earthing. The materials retrieved from earthing shall be credited to contractor.
Sheet metal enclosure factory made (double door) shutter type for MCB DB TPN horizental type, 440 Volts, 6 ways with 200 Amps rated bus bar, neutral link, earth bar, complete all as specified and as directed by the Engineer-in-Charge.
MCCB 4 pole 440 volt 100 Amp rating capacity in 36 KA, complete all as specified and directed by the Engineer-in-Charge. Make:- Havells/L&T/Legrand/ABB /Schneider
Submain wiring with PVC insulated unsheathed copper conductor cable, multi stranded, single core, FRLS type, 1100 volts grade 2 x 10 sqmm complete drawn in and including casing caping/PVC conduit ISI marked of suitable size and its accessories along with 1x106 sqmm PVC insulated unsheathed copper conductor cable, multi stranded for continuous earth wire including making good the disturbed surface, complete all as specified and directed by the Engineer- in-Charge. Note :- 2 +1 run of 10Sqmm cable including casing caping/PVC conduit of suitable size shall be measured as one running metre.
Submain wiring with PVC insulated unsheathed copper conductor cable, multi stranded, single core, FRLS type, 1100 volts grade 2 x 6 sqmm complete drawn in and including casing caping/PVC conduit ISI marked of suitable size and its accessories along with 1x 6 sqmm PVC insulated unsheathed copper conductor cable, multi stranded for continuous earth wire including making good the disturbed surface, complete all as specified and directed by the Engineer- in-Charge. Note :- 2 +1 run of 6Sqmm cable including casing caping/PVC conduit of suitable size shall be measured as one running metre.
Note :- An amount of Rs. 61,759.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.
M/S Sofi Brothers
M/S SHEIKH FEROOZ AHMAD
M/S B A Traders
M/S LATIF AHMAD MIR
JK BUILDERS AND ENGINEERS
M/S MIR SAJAD ENTERPRISES
M/S Choudhary Jalaldin
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