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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹29.5 LAccepted-AOC | ₹29.5 L Quoted ₹30.7 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹35.8 L+₹5.1 L (16.7%)Rejected-Finance | ₹35.8 L+₹5.1 L (16.7%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹37.1 L+₹6.4 L (20.8%)Rejected-Finance | ₹37.1 L+₹6.4 L (20.8%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹37.2 L+₹6.5 L (21.3%)Rejected-Finance 1ST FLOOR H NO 165 GALI NO 16 S B S COLONY KARAWAL NAGAR DELHI EAST DELHI DELHI 110094 | NORTH EAST DELHI | DELHI | 110094 | ₹37.2 L+₹6.5 L (21.3%) | L-4 | Rejected-Finance L-4 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
26 Jun 2023, 6:00 pmClosed
GE (AF) FARIDABAD
GE (AF) FARIDABAD
REPAIR TO LEAKAGE, SEEPAGE, OVERHEAD TANKS, ROOFING AND FALSE CEILING, DOOR, WINDOWS, ETC B/R WORKS AND CERTAIN CONNECTED E/M RELATED WORKS AT AF STN MCC BASANT NAGAR IN AOR OF GE (AF) FARIDABAD
2023_MES_600952_1
GE (FBD)/AF-38/2023-2024
Open Tender
Civil Works
Item Rate
180 days
BASANT NAGAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) FARIDABAD
₹90,000
Yes
21 Sept 2023
3 Jun 2023
28 Jun 2023
3 Jun 2023
26 Jun 2023
13 Jun 2023
3 Jun 2023 - 8 Jun 2023
Amount
Demolition/Dismantling of Brickwork or stone/ boulder masonry, built in cement mortar incl all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-Charge.
M&L for Brickwork with subclass 'B' bricks (old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
All as per item No 02 above here in but except bricks complete all as specified and directed by Engineer-in-Charge.
M&L for brick work with sub class ‘B’ bricks (old size brick) straight or curved on plan to any radius in half bricks thick walls, built in CM 1:4 complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster of any description on concrete surfaces such as soffit of RCC slab, chajjas and brick walls, Ceiing etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 15 mm thick cement plaster in CM 1:6 on brick Work or concrete surfaces including finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L, Rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cement) incl WPC as per user manual complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 10mm thick in CM 1:3 over concrete surface as on ceiling, chhajja, shelves etc to match with existing surfaces finish even and smooth w/o using extra cement complete all as specified and directed by Engineer-in-Charge.
M & L for preparation of new plastered surface and applying two coats of oil emulsion distemper on wall over one coat of primer incl one layer of 3mm thick wall care compound of altek/birla putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plaster surface & apply two coats of cement based paint over a coat alkali primer resistance incl one layer of 3mm thick wall care compound of altek/birla putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.
M & L for preparation of new plastered surface and applying two coats of oil emulsion distemper on ceiling over one coat of primer incl one layer of 3mm thick wall care compound of altek/birla putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.
M&L for two coat of Acrylic smooth exterior emulsion paint over one coat of acrlic primer incl one layer of 3mm thick wall care compound of altek/birla putty for exterior/interior on old scraped wall/ceiling surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge. Note : Colour and make as approved by Engr-in-Charge.
M&L for preparation of old surfaces by removal of existing treatment and applying two coats of distemper oil emulsion on wall/ceiling over one coat of primer incl one layer of 3mm thick wall care compound of altek/birla putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old surfaces by removal of existing treatment and applying one coats of distemper oil emulsion on wall/ceiling over one coat of primer incl one layer of 3mm thick wall care compound of altek/birla putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old surfaces by removal of existing treatmen and applying two coats of white wash on surface of ceiling complete all as specified and directed by Engineer-in-Charge.
Taking down chowkhats or frames with shutters not exc. 1.5 Sqm each (without taking off shutters from the frames) complete all as specified and directed by Engineer-in-Charge.
Taking down chowkhats or frames with shutters exc 1.5 Sqm but not exc. 4 Sqm each (without taking off shutters from the frames) complete all as specified and directed by Engineer-in-Charge.
Taking down shutters of any description n exc 1 sqm each complete all as specified and directed by Engineer-in-Charge.
Taking down shutters of any description exc 1 sqm and n exc 2 sqm each complete all as specified and directed by Engineer-in-Charge.
M&L for anodised aluminium framed work for door, window / vent (powder coated) aluminium section weighting 0.55kg/RM with one or more rebated incl jointed cleat for fixing incl taking down etc complete all as specified and directed by Engineer-in-Charge.
M&L for anodised aluminium powder coated door shutter , aluminium section weighting not less than 0.55kg/RM incl necessary 4.8mm th sheet glass ordinary quality / frosted glass or ACP sheet incl joining with cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, handles, lock , 2 x 150mm aluminium handles, 3 x 100mm hinges aluminium, 2 x 150mm Aluminium tower bolts,1xdoor stoper,1xHydralic door closer with each shutter any type incl taking down complete all as specified and directed by Engineer-in-Charge.
M&L for anodised aluminium powder coated window and ventilator shutters, aluminium section weighting not less than 0.55kg/RM incl necessary 4.8mm th sheet glass ordinary quality glass/ frosted incl joining with cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, handles, lock , 2 x 150mm aluminium handles, 3 x 100mm hinges aluminium, 2 x 150mm Aluminium tower bolts complete all as specified and directed by Engineer-in-Charge.
M&L for aluminium Anodized powder coated fixed frame of partiton or fixed window / ventilator , aluminium section weighting not less than 0.55kg/RM incl 4.8mm thick sheet glass oridinary quality ' frosted glass or ACP sheet joining with rubber beading , aluminium snap beading complete all as specified and directed by Engineer-in-Charge.
S&F aluminium wire guard mesh of 4mm nominal dia of wire and average width of aperture 75 - 85mm and fixed with aluminium frame / staples complete all as specified and directed by Engineer-in-Charge.
M&L for 4.8 mm thick float glass ordinary quality' frosted glass and glazing with aluminum beeding and gasket to aluminum framework in square exc 0.50 sqm in each pane in repair complete all as specified and directed by Engineer-in-Charge.
S & F for 10 -12 mm thick glass door, frosted with certain logo, fixed with floor spring, fixed on floor with two nos stainless steel handle of 300mm on each leaf and fixed partition arrangement incl necessary provision to lock the door complete all as specified and directed by Engineer-in-Charge.
M&L for pressed steel frames of size 105mmx60mm for doors with one or more rebates fabricated out of 1.25mm thick mild steel sheets including necessary fixing lugs, butt hinges (100mm medium weight-03 Nos), lock strike plate with and including filling of hollow portion in PCC 1:3:6 type C1 using 20mm graded crushed stone aggregate and making good the existing surface in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge.
All as per item No 27 above item but here-in size of frame 125mmx60mm for doors complete all as specified and directed by Engineer-in-Charge.
S&F for 30mm thick flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides and one face is covered with decorative face veneer with lipping/frame to match complete all as specified and directed by Engineer-in-Charge.
S&F for 2nd class H.W. glazed and skelton door shutters 35mm thick, open rebated and prepared to received glass/gauge etc (without sash bars) edges of framing plain, chamfered or rounded and mitred , beads for securing glass etc the size of member of shutter as specified in SSR part-I clause 8.23(b) and fitted to chowkahts incl stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples or wooden beads etc complete all as specified and directed by Engineer-in-Charge.
S & F solid PVC door frame of size 50 x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube incl taking down old frame any type complete all as specified and directed by Engineer-in-Charge.
S&F 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 convered with heat moulded plain colour PVC `C' channel having a PVC sheet strip of 20 mm width stuck inside with solvant cement for stiles and plain colour PVC sheet top rail, lock rail and bottom rail on either side and as gap insert of top rail and bottom rail; paneling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles and raials with suitabale PVC sheet beading, and jointed together with solvant cement, fixing in the frame at side as per specification and drawing incl 3Nos- 100mm Aluminium hinges for each shutter complete all as specified and directed by Engineer-in-Charge.
S & F for 3mm thick sheet glass ordinary quality glazing with oil putty in square n exc 0.5 sqm quality or description from steel frame and complete all as specified and directed by Engineer-in-Charge.
S & F for mild steel framed work as in grill, guard bars etc with ends of bars/FI shoulders and or riveted or forged in to spikes, framed guard bar and similar works confirming to Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge.
S & F for stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples or wooden beads complete all as specified and directed by Engineer-in-Charge.
S & F in repair for stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples or wooden beads complete all as specified and directed by Engineer-in-Charge.
S & F in repair 3mm thick sheet glass, ordinary quality and with oil putty in Square n. exc 0.5 sqm in each pane incl hacking out old broken glass from metal frame incl punching or drilling out old glazing pins/spring clips and glazed with oil putty complete all as specified and directed by Engineer-in-Charge.
S&F for MS butt hinges, medium weight, cold rolled mild steel 100mm long (ISI Marked) with welded or complete all as specified and directed by Engineer-in-Charge.
S&F for aluminum anodized barrel tower bolts of extruded section 150mm long (ISI Marked) complete all as specified and directed by Engineer-in-Charge.
S&F for aluminum handles cast type anodized 200mm long (ISI Marked) complete all as specified and directed by Engineer-in-Charge.
S&F for 250mm long aluminium alloy, anodised, sliding door bolt of 16mm dia with hasp, staple (bolt type) and fixing clips of sheet, extruded sections and fixing bolts and sliding bolts of extruded sections complete all as specified and directed by Engineer-in-Charge.
S&F in repair, 150 mm ordinay rat tail rod pattern springs incl roller and rabber plate fixed to chowkhats in repairs incl necessary welding if reqd complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new steel or iron surfaces of any description not otherwise described over 10 cm girth or width and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.
M & L for one coat of synthetic enamel paint on steel surface including preparation of old steel surface width or girth exc 10cm complete all as specified and directed by Engineer-in-Charge.
M&L for two coats of synthetic enamel paint over a coat of pink primer on wooden new surfaces of any description over 10cm width or girth incl preparation of new surfaces complete all as specified and directed by Engineer-in-Charge.
M&L for one coats of synthetic enamel paint on wooden surfaces of any description over 10cm width or girth including preparation of old surfaces complete all as specified and directed by Engineer-in-Charge.
M&L for 2nd class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed by Engineer-in-Charge.
M&L for 18mm thick water proof solid MDF Board prelaminated both sides of approved shade fitted with necessary arrangement as in kitchen cabinet back sides, partition, shutters and shelves, etc., fixed with solvent cement adhesive and stainless steel screws and providing 1mm thick PVC lipping to exposed edges, complete all as specified and directed by Engineer-in-Charge.
M&L for extruded brass handle, fancy type as approved by the GE, polished, 150mm long (ISI marked), complete all as specified and directed by Engineer-in-Charge.
M&L for continuous (piano) hinges, mild steel, bright finish or electrogalvanised, width of flaps (when open) 30mm, complete all as specified and directed by Engineer-in-Charge.
M&L for aluminium Fanlight catch with 14mm catch and fixed suitable for any shutters, complete all as specified and directed by Engineer-in-Charge.
S&F 125 mm size Hasp and staple, safety type mild steel,wire type,stove enamelled black,including bolt to hinge plate with screws ccomplete all as specified and directed by Engineer-in-Charge.
S&F for 25 mm dia decorative/fancy type stainless steel curtain rod with brackets and knobs at both ends as per site requirement incl taking down old existing pipes with accessories complete all as specified and directed by Engineer-in-Charge. Note: the cost of brackets and knobs is deemed to be incl in the quoted rate.
Demolition of cement concrete unreinforced in of any desciption and in any position not otherwise specifically provided for (sunken floor) and concrete debris and rubbishoff to a distance n exc 100m complete all as specified and directed by Engineer-in-Charge.
M&L, for rendering 10mm thick in CM 1:3 with WPC in sunken slab complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of roof surface & applying evenly a tack coat of industrial bitumen 85/25 grade @ 1.2 Kg/Sqm including APP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3 mm thick reinforced wih polyster non wove fabric (wt not less than 150 gms/sqm) land on primed surface by forced application, joints to be touched hot and width of overlaps not be less than 150 mm complete all as specified and directed by Engineer-in-Charge.
M&L, cement concrete 1:7:12 F-2 (40 mm graded aggregate ) in lean concrete complete all as specified and directed by Engineer-in-Charge.
M&L for non skid ceramic coloiured tiles 7 to 8 mm thick (square/rectangular ) area of each tile exc 0.06 Sqm but not exc 0.11 Sqm as in floor of shade & designed as approved by GE,set and jointed in neat cement slurry and pointed with white cement with colour pigment to match the colour of tiles,15 mm thick rendering in bedding layer or screed bed in cement mortar (1:6) in floors incl dismantling tiles etc complete all as specified and directed by Engineer-in-Charge.
M& L for Glazed ceramic jointless light/coloured group of size 300/350mmx450/600mm, thickness not less than 6mm as in vertical surfaces such as skirting/dado etc., set and jointed in neat cement slurry and pointed with white cement and pigment to match, laid over and including 10mm thick plastering in cement mortar 1:4, incl dismantling tiles etc complete all as specified and directed by Engineer-in-Charge. Note : shade & design as approved by EIC/GE
M&L for Marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, windowcills,cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade of Makrana white incl roundening the edge of stone complete all as specified and directed by Engineer-in-Charge.
M&L for 25 mm thick PCC type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) as in laying of floor finishes incl demolition complete all as specified and directed by Engineer-in-Charge.
M & L for viterous china squating pan of (Orrissa Pattern) size 580x440 mm white with 'P' or 'S' trap front or back inlet and integral foot rest (excluding flushing cisteern and flush pipe) fixed in repair including lime concrete bedding as required set complete all as specified and directed by Engineer-in-Charge.
Fixing only for viterous china squating pan of (Orrissa Pattern) size 580x440 mm white with 'P' or 'S' trap front or back inlet and integral foot rest (excluding flushing cisteern and flush pipe) fixed in repair including lime concrete bedding as required set complete all as specified and directed by Engineer-in-Charge.
S&F for Vitreous China wash down water closet pan (pedestal pattern) with trap, white (excluding fixing bolts, flushing cistern and flush pipe) incl connection to drain and flushing pipe in repairs complete all as specified and directed by Engineer-in-Charge.
Fixing only for Vitreous China wash down water closet pan (pedestal pattern) with trap, white (excluding fixing bolts, flushing cistern and flush pipe) incl connection to drain and flushing pipe in repairs complete all as specified and directed by Engineer-in-Charge.
S&F of PVC flushing cistem low level white with all accessories of 10 ltrs capacity incl flushing pipe, brackets and taking down of old CI/PVC flushing cistern in repairs complete all as specified and directed by Engineer-in-Charge.
S&F for Vitreous China wash basin (Pedestal pattern), White, flat back, size 550x400 mm incl brass CP waste coupling 32mm dia with long screwed shank and fly nuts,32mm dia, chain and plug, porcelain stopper with and including PVC collapsible waste pipe of suitable length, fixed in repairs complete all as specified and directed by Engineer-in-Charge.
Fixing only for Vitreous China wash basin (Pedestal pattern), White, flat back, size 550x400 mm incl brass CP waste coupling 32mm dia with long screwed shank and fly nuts,32mm dia, chain and plug, porcelain stopper with and including PVC collapsible waste pipe of suitable length, fixed in repairs complete all as specified and directed by Engineer-in-Charge.
S & F in repair vitreous china urinals, half stall type (635x450mm) , complete including providing and fixing , bedding urinal against wall in cement mortar 1:2 , pointing around urinal back in cement , grating and union for discharge pipe, (Exclusive of fixing supply pipe to flushing cistern, trap & waste pipe complete all as specified and directed by Engineer-in-Charge.
Taking down existing roof treatment of any description and any type complete all as specified and directed by Engineer-in-Charge.
M & L for Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, incl Brushing neat cement slurry with 3.0kg of cement per sq. metreetc complete all as specified and directed by Engineer-in-Charge.
M&L, Rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cement) incl WPC as per user manual at any height etc complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of roof surface & applying evenly a tack coat of industrial bitumen 85/25 grade @ 1.2 Kg/Sqm including APP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3 mm thick reinforced wih polyster non wove fabric (wt not less than 150 gms/sqm) land on primed surface by forced application, joints to be touched hot and width of overlaps not be less than 150 mm complete all as specified and directed by Engineer-in-Charge.
M&L for Chicken wire mesh of size 12.5 mm and wire dia 0.51 mm (24 SWG) hexagonal construction, stretched firmly for roof treatment, complete all as specified and directed by Engineer-in-Charge.
M&L for PCC (1:2:4) nominal mix, type B-0, using 12.5mm graded stone aggregate in roof padding and surface finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
M&L for Making benching with PCC (1:2:4) type B0 using WPC along side wall adjoining to roof in concave shape complete all as specified and directed by Engineer-in-Charge.
Removing plants / sherbs duct wall , junction with roots using herbicide chemical of existing brick or concrete for multistoried building at any storeyed and any height and match the surface with existing surface using 1:3 CM, complete all as specified and directed by Engineer-in-Charge.
S&F for rotational moulded polyetheylene water storage tanks (cylingrical verticlal with closed top) of 500 ltr capacity, hoisted and fixed in any position incl 20 mm dia ball float valve with aluminium fitting, GI nipple and any fitting ,dismantling existing water tank complete all as specified and directed by Engineer-in-Charge.
S&F for rotational moulded polyetheylene water storage tanks (cylingrical verticlal with closed top) of 1000 ltr capacity, hoisted and fixed in any position incl 20 mm dia ball float valve with aluminium fitting,GI nipple and any fitting , tank cover dismantling existing water tank complete all as specified and directed by Engineer-in-Charge.
S&F for Disconnecting existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. for Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc and hoisting if required reconnecting and re-fixing in position. (incl writing in white paint of 150mm size " Tank cleaning on dt _______ " complete all as spd and dir by EIC. (a) Tank Capacit exc 250 Ltr but n exc 500 Ltr.
S&F for Disconnecting existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. for Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc and hoisting if required reconnecting and re-fixing in position. (incl writing in white paint of 150mm size " Tank cleaning on dt _______ " complete all as specified and directed by Engineer-in-Charge. (a) Tank Capacit exc 500 Ltr but n exc 1000 Ltr.
Taking up or down 15 mm dia bore steel tubing and connection including cleaning for refixing or removed to store complete all as specified and directed by Engineer-in-Charge.
S&F for GI tubing 15mm bore medium grde with all fittings and fixed complete to wall and ceiling or laid in floors etc incl cutting chases in brick wall pinning in making good in CM 1:3 to facings where required complete all as specified and directed by Engineer-in-Charge.
S&F GI tubing 15 mm bore medium grade medium grde with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.
Fixing only in repair steel tubing and connection 15 mm dia bore to wall and laid in floors complete all as specified and directed by Engineer-in-Charge.
Taking up or down steel tubing and connection including cleaning for refixing or removed to store, 20 mm dia bore complete all as specified and directed by Engineer-in-Charge.
S&F GI tubing 20 mm bore medium grade medium grde with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.
Fixing only in repair steel tubing and connection 20 mm dia bore to wall and laid in floors complete all as specified and directed by Engineer-in-Charge.
S&F for Gun-metal globe or gate valves of 20mm bore , with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
Dismantling wall and ceiling boards (fibre pulp insulation etc) or insulation boards, slabs, blankets any thickness, incl cover fillets complete all as specified and directed by Engineer-in-Charge.
S & F for plain gypsum board panel 10mm thick on ceiling with and incl necessary Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre and the weight of the board shall be not less than 7 kg per sqm incl dismantling of walls and ceiling board any type complete all as specified and directed by Engineer-in-Charge.
M&L for PVC hollow wall panelling 5 to 8 mm thick on ceilling with necessary frame work in POP Design and any colour approved by engr-in-charge, inclusive of fixing on to wall/ceiling incl moulding end caps fixed with PVC sleeves and screws as required at site complete all as specified and directed by Engineer-in-Charge.
M&L in repair for PVC hollow wall panelling 7 to 8mm thick any colour/design approved by engr-in-charge, inclusive of fixing on to wall incl moulding end caps fixed with PVC sleeves and screws as required at site complete all as specified and directed by Engineer-in-Charge.
Dismantling of AC/GI sheet (corrugated, semi corrugated etc) of any thickness incl ridges hips valleys as in roof coverings complete all as specified and directed by Engineer-in-Charge.
Dismantling wrought Iron or mild steel work of any description not otherwise provided for wind tie complete all as specified and directed by Engineer-in-Charge.
S& F for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed by Engineer-in-Charge.
S & F for rolled sections as in main and cross beams, hip and jack rafters,truss, purlins where connected to common rafters and running rails, cleat or other connecting plates cutting, welding including Nut Bolts, Fe 410-W(Gde -E-250) quality A acomplete all as specified and directed by Engineer-in-Charge.
All as per item 97 here-in-before but fixing only complete all as specified and directed by Engineer-in-Charge.
S&F for pre-painted galvalume aluminum 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 as specified and complete all as specified and directed by Engineer-in-Charge.
S&F for pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour 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 Engineer-in-Charge.
S&F in repair fibre glass reinforced translucent sheeting with two corrugations side lap fixed with coach screw and washer in roof , wall etc incl dismantling complete all as specified and directed by Engineer-in-Charge.
Dismantling of polycarbonated sandwitch type sheets complete all as specified and directed by Engineer-in-Charge.
S&f 6.00 mm thick polycarbonate sandwitch type sheets in semi circle shape on roofs of desired colour and fixed with aluminium metal flat / angle / tee sections including rubber beadings and silicon water proofing sealent jell for joining the sheets together and self tightening screws of reputed quality and make complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new steel or iron surfaces of any description not otherwise described over 10 cm girth or width and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including floor finishes/tiling work and disposal of debris complete all as specified and directed by Engineer-in-Charge.
M & L for 50 mm thick PCC 1:3:6 type C-2 (using 40 mm agg. ) as in plinth protection / path/ any paved area complete all as specified and directed by Engineer-in-Charge.
M&L 75mm thick PCC type D-2, 1:4:8 (using 40mm graded aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, with grey cement, pigment incl 25mm thick sand filling complete all as specified and directed by Engineer-in-Charge.
M&L for 60 mm thick machine cut precast concrete inter locking paver block except tile ,(M-35) grade any clours complete all as specified and directed by Engineer-in-Charge.
M&L for 80 mm thick machine cut precast concrete inter locking paver block except tile ,(M-40) grade any clours complete all as specified and directed by Engineer-in-Charge.
M & L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
M & L for chequered tiles of size 300 x 300 x 25 mm thick (colour and glazed approved by EIC) with grey cement and pigments laid over 15 mm thick screed bed in CM 1:6 bedded and jointed in neat cement slurry, incl dismantling complete all as specified and directed by Engineer-in-Charge.
M&L for 25 mm thick PCC type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) as in laying of floor/sub base finishes complete all as specified and directed by Engineer-in-Charge.
Cleaning /removal of blockage 150 mm bore SWG pipes of depth not exc 1.50 mtr with mechnical process incl removing RCC man hole covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge.
Cleaning /removal of blockage 150 mm bore SWG pipes of depth exc 1.50 mtr but not exc 3.00 mtr with mechnical process incl removing RCC man hole covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge.
Dewatering/desilting of existing manholes of any size depth and removing of all solid/semi-solid matter of silt residue both organic or inorganic in nature (mechanical system or using suction pump where ever required up to any depth )and incl removing RCC manhole Covers and refixing the same after making the manhole fully functional, complete all as specified and directed by Engineer-in-Charge.
Dewatering/desilting for the septic tank of any capacity exc1.50 m and n.exc 4.5 m deep solid/semi-solid matter of silt residue both organic or inorganic in nature ( mechanical system or using suction pump where ever required up to any depth by working under foul conditions and disposal of the same in out of MoD area, complete all as specified and directed by Engineer-in-Charge.Note for Item : The Septic tank shall be measured more than one time as per requirment and directed by Egnr-in-Charge.
Excavation in trenches n exc 1.5m wide and n exc 1.5m deep and getting out in soft or loose soil for shafts, wells,drains, manholes etc n exc 10Sqm on plan for sewage line & foundation etc complete all as specified and directed by Engineer-in-Charge.
All as per item No 118 but exceeding 1.5 M depth and not exceeding 3 M for foundation, etc., and getting out in Soft/ Loose soil complete all as specified and directed by Engineer-in-Charge.
All as per item No 118 but exceeding 3.0 M depth and not exceeding 4.50M for foundation, etc., and getting out in Soft/ Loose soil complete all as specified and directed by Engineer-in-Charge.
Demolition and breaking up drain pipes 100mm dia ( Salt Glazed ware, AC or reinforced concrete) set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and directed by Engineer-in-Charge.
Demoltion and breaking up existing sewag(SWR/ AC pipes and the like, 150mm bore set in cement mortar and removing demolished material to a distance exc 50m and n exc 100m complete all as specified and directed by Engineer-in-Charge.
Demoltion and breaking up existing sewage (SGSW / AC pipes and the like, 200mm bore set in cement mortar and removing demolished material to a distance exc 50m and n exc 100m complete all as specified and directed by Engineer-in-Charge.
S&F 110 mm PVC (SWR ) , pipes single socketd , in any length with rubber ring joints , laid in trenches or in floor complete all as specified and directed by Engineer-in-Charge.
S & F RCC Class NP 3, 150 mm bore pipes laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.
S & F RCC Class NP 3, 200 mm bore pipes laid and jointed complete with collars and complete all as specified and directed by Engineer-in-Charge.
M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 100 mm bore complete all as specified and directed by Engineer-in-Charge.
M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore complete all as specified and directed by Engineer-in-Charge.
M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore complete all as specified and directed by Engineer-in-Charge.
S & F in repair for precast factry made reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of 60mm thick (size of the cover will be itimated by the EIC) complete all as specified and directed by Engineer-in-Charge.
S&F mild steel work such as in angle iron, flat iron fillets etc for horn, fixing of barbed wire to RCC post, securing wire mesh etc. including all necessary cuttings, drilling, bolting or riveting etc and including 10mm MS bars as in tie bars fixed to fencing posts including necessary welding where required, as per site requirement and other similar works complete, conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.
S&F in repair precast factory made polycrete (SFRC) medium duty perforated drain cover 100 mm thick rectangle in shape upto 01 sqm area each with hole for drain complete all as specified and directed by Engineer-in-Charge.
Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and directed by Engineer-in-Charge.
M&L for Plain cement concrete (1:2:4) Type B-1, (using 20mm graded crushed stone aggregate), as in copings, kneelers , apex stones,bed plates, including weathering ,slightly rounded /benching or chamfered angles and throating , complete all as specified and directed by Engineer-in-Charge..( Rates include for use of formwork)
Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 100mm dia pipe complete all as specified and directed by Engineer-in-Charge.
Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 150mm dia pipe complete all as specified and directed by Engineer-in-Charge.
Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 200mm dia pipe.
M&L for salt glazed stoneware gully trap, square or round moulded type 'P', 150x150mm size complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete 1:3:6 type C2 (using 20 mm graded stone aggregate) as in surface channels, drains and bed of manhole complete all as specified and directed by Engineer-in-Charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed by Engineer-in-Charge.
M & L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling, and mass concrete complete all as specified and directed by Engineer-in-Charge.
M&L for loose filling with broken bricks aggregate of gauge 80 to 150mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge.
M&L for loose filling with broken bricks aggregate of gauge 40 to 80mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 100mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, laid in trenches or in floors incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 100mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 75mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints,laid in trenches or in floors etc complete incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 75mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc complete incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 100mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.
S&F in repair 75mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 100mm branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches/ Tee etc complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 75mm branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches/ Tee etc complete all as specified and directed by Engineer-in-Charge.
S&F in repair grating round 125mm size of CP complete all as specified and directed by Engineer-in-Charge.
S& F in repair for 75 Cast Iron Cowl complete all as specified and directed by Engineer-in-Charge.
S& F in repair for 100 Cast Iron Cowl complete all as specified and directed by Engineer-in-Charge.
S&F for repair CI inspection eye plates/cover of size up to 100 mm dia as in repairs of any location including gasket and nuts etc complete all as specified and directed by Engineer-in-Charge.
S&F in repair Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed by Engineer-in-Charge.
S&F for 110mm bore PVC Gully Trap setting / jointed with solvent cement complete all as specified and directed by Engineer-in-Charge.
S&F for 75mm dia of outlet cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer-in-Charge.
S&F for 100mm dia of outlet cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer-in-Charge.
S&F for 110mm bore PVC pipes single socketed Pressure rating @4Kg/Sq cm length "medium grade " with rubber ring joint, fixed to walls with dash ture nut and bolt at every 2 mtrs length complete , incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.
All as per ser item No 160 above but laid in trench or in floor complete all as specified and directed by Engineer-in-Charge.
S&F for 110mm bore PVC bends/junction any radius complete all as specified and directed by Engineer-in-Charge.
S&F for 110mm bore PVC bends/junction with access door any radius complete all as specified and directed by Engineer-in-Charge.
S&F for 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge.
S&F for 75mm dia PVC (SWR) multi floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge.
S&F for 75 mm bore PVC pipes single socketed Pressure rating @4Kg/Sq cm length "medium grade " with rubber ring joint, fixed to walls with dash ture nut and bolt at every 2 mtrs length complete , incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.
S&F for 75 mm bore PVC bends/junction any radius complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) floor trap, plain with CP grating including jointing with solvent cement, 75mm diameter of outlet, complete all as specified and directed by Engineer-in-Charge.
Easing andAdjusting aluminium door and window including refixing beading after replacement of defective portions such as door closer, aluminium handles, hinges, locks, new rubber gasket, aluminium beading, preleminated prarticle board, sheet glass etc complete all as specified and directed by Engineer-in-Charge. Notes : Door closer, door spring, aluminium beading, preleminated gasket, aluminum beading, preleminated particle board, sheet glass shall be measured and paid separately under respective item of schedules.
Easing and Adjusting without taking down any type wooden shutters exc 1 Sqm but n exc 2 sqm each and refixing in same opening after replacement of defective portions such as wire cloth, beeding, handles, hinges, locking arrangements complete all as specified and directed by Engineer-in-Charge. Notes : Door closer, door spring, aluminium beading, preleminated gasket, aluminum beading, preleminated particle board, sheet glass shall be measured and paid separately under respective item of schedules.
S&F of 12 mm thick particle board preleminated on both side decorative choice etc complete all as specified and directed by Engineer-in-Charge.
S&F for double action floot spring hydrolically regulated made uo of minimum 1.25 mm thick aluminium alloy sheet foundadtion box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty etc complete all as specified and as directed
S&F of door closer hydraulically regulated design No 3, universal type, suitable for door shutters of 851 to 1000m in width and weifht between 61 to 80 kg etc complete all as specified and directed by Engineer-in-Charge.
S&F in repair Mortice lock vertical type 4 lever etc complete all as specified and as directed etc complete all as specified and directed by Engineer-in-Charge.
S&F of Neoprene/EPDM Rubber gasket for fixing aluminium door and window shutters etc complete all as specified and directed by Engineer-in-Charge.
S&F of aluminium beading for fixing of aluminium door and window shutter etc complete all as specified and directed by Engineer-in-Charge.
S&F of 150 mm long aluminium tower bolts for aluminium door and window shutter etc complete all as specified and directed by Engineer-in-Charge.
S&F of aluminium handles 150 mm long for aluminium door and window shutter etc complete all as specified and directed by Engineer-in-Charge.
S&F of aluminium handles 100 mm long for aluminium door and window shutter etc complete all as specified and directed by Engineer-in-Charge.
S&F in repair 2nd class hard wood beading straight (any size) for glazed/gauged joinery, renewed incl mitered etc complete all as specified and directed by Engineer-in-Charge.
M&L for repairs to sliding door bolt, hinges, pintel, locking arrangment, spike, roller, roller rails etc of steel gate/Wicket gate including welding /reveting to bring the steel gate /wicket gate in service condtions etc complete all as specified and directed by Engineer-in-Charge.
Repair only to rolling shutter including necessary gressing, welding, locking arrangement including serviceing to gear box etc complete as to bring in service condtions etc complete all as specified and directed by Engineer-in-Charge.
M&L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., incl welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed by Engineer-in-Charge.
Repair only to collapsible steel gate including necessary gressing, welding, locking arrangement including serviceing etc complete as to bring in service condtions complete all as specified and directed by Engineer-in-Charge.
S&F 1.25mm thick Steel rolling shutters, gear operated type with bevel gear box and crank handle, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type incl taking down rolling shutters complete all as specified and directed by Engineer-in-Charge.
S&F Safety lever locks mild steel with 4 levers incl ball bearing for rolling shutters complete all as specified and directed by Engineer-in-Charge.
S&F ventia blind for window including necessary items required for fix to wall complete all as specified and directed by Engineer-in-Charge.
S&F in repair door seals made of aluminium strip powder coated 20 mm wide and provided rubber/ cotton mat lining fixed with screws to door shutters up to 1m width opening complete all as specified and as directed.
S&F double legged door stopper of aluminium alloy with rubber complete all as specified and directed by Engineer-in-Charge.
S&F 4mm thick figured glass pane fixed in window shutter/ventilators including necessary beading/wooden beading andoil putty complete all as specified and directed by Engineer-in-Charge.
Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, chajjas, fascias, fins and similar works complete all as specified and directed by Engineer-in-Charge.
M&L for reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in landings, cover slabs ( for manholes etc.), shelves and similar articles with plain faces including necessary form work, set in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.(Reinforcement shall be measured and paid for separately under respective item of schedule 'A').
S&F TMT MS bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge.
Removing daberies/excavated material to a distance exceeding 1.5KM but not exceeding 5 KM and depositing where directed at a level n. exc 1.50 m above the starting point complete all as specified and directed by Engineer-in-Charge.
S&F in replacement MCB SP 5 to 32 Amps, 240 volts curve 'C',breaking capacity 10KA, complete all as specified and directed by Engineer-in-Charge.
S&F in replacement MCB SPN 32 to 63 Amps, 240 volts, curve 'C', breaking capacity 10 KA, complete all as specified and directed by Engineer-in-Charge.
S&F in replacement MCCB, Four pole, 415 volts, 125 Amps , curve 'C', breaking capacity 10 KA, complete all as specified and directed by Engineer-in-Charge.
S&F in replacement MCB TP 40 to 63 Amps, 415 volts curve 'C',breaking capacity 10KA, complete all as specified and directed by Engineer-in-Charge.
S&F in replacement MCB TPN 40 Amps, 415 volts curve 'C',breaking capacity 10KA, all as specified and directed by Engineer-in-Charge
S&F in replacement MCB TPN 63 Amps, 415 volts curve 'C',breaking capacity 10KA, all as specified and directed by Engineer-in-Charge
S&F in replacement MCB 4 Pole 100 Amps, 415 volts curve 'C',breaking capacity 10KA, all as specified and directed by Engineer-in-Charge
S&F sheet metal enclosures DB Double door Verticle distribution type, 04 way, TPN DB , IP43, 415V & suitable for MCCB TP as incomming including shruded neutral bar & Pan assy with earthing terminal as provided by manufacturer all as specified and directed by Engineer-in-Charge
S&F sheet metal enclosures DB Double door distribution type, 04 way, TPN DB , IP43, 415V & suitable for MCB TP as incomming including shruded neutral bar & Pan assy with earthing terminal as provided by manufacturer all as specified and directed by Engineer-in-Charge
S&F sheet metal enclosures DB Double door distribution type, 06 way, TPN DB , IP43, 415V & suitable for MCB TP as incomming including shruded neutral bar & Pan assy with earthing terminal as provided by manufacturer all as specified and directed by Engineer-in-Charge
S&F in replacement sheet metal enclosures DB Double door type 8 way SPN 240 volt including 200 Amps rated bus bar with neutral link complete, all as specified and directed by Engineer-in-Charge
S&F in replacement sheet metal enclosures DB Double door type 4 way SPN 240 volt including 200 Amps rated bus bar with neutral link complete, all as specified and directed by Engineer-in-Charge
M& L for precast earthing RCC pit with cover of standard size duly painted in Red or Green all as specified and directed by Engineer-in-Charge
M&L for earth pit cover bucket type Red or Green all as specified and directed by Engineer-in-Charge
M&L for CI plate triangular with 500 mm long spike for writing earthing name and value all as specified and directed by Engineer-in-Charge
Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ XLPE, armoured, Al conductor cable of size 300 to 400 sqmm,Outdoor type all as specified and as directed by Engineer-in-Charge.
Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ XLPE, armoured, Al conductor cable of size 630 sqmm,Outdoor type all as specified and as directed by Engineer-in-Charge.
Supply and fix cable duct cover made of iron of size 320mm x 800 mm of thickness 3.0 mm all as specified and as directed by Engineer-in-Charge by Engineer-in-Charge.
M&L for Providing,PCC 1:3:6 type C-1 using 20 mm graded stone aggreat,for damaged earth pit chamber with fair finish internal surface of concrete chamber of earth complete all as specified and directed by Engineer-in-Charge.
S & F rubber insulation mat of size 1.8 mtr x0.9mtr wide 2 mm thick red/blue colour ISI marked embozzed for up to 33 KV as per latest IS complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing LED light fitting 1x16 Watt flameproof, CMRI certified recommended for gas/ vapor group of IIA & IIIB, Zone 1 & 2 and IP 65 protection with die cast aluminum hosing with heat resistant toughened glass with LED tube light fixtures driver, holders, connector etc. Complete with all accessories prewired and including connecting up with three core flexible copper conductor cable with suitable size all as specified and as directed by Engineer-in-Charge.
Supply and fix in replacement Switch flame proof rotary type with termination box in LM6, 16A, single pole 250V all as specified and as directed by Engineer-in-Charge.
M&L in replacement Air termination franklin typr ,copper rod 12mm dia and 300mm long complete all as specified and as directed all as specified and directed by Engineer-in-Charge
M&L in replacement Copper strip 20 x 3.15mm with saddles and fixing screws etc. for roof conductors and down conductors including saddles,insulator, nut & bolts brazing etc above ground complete all as specified and directed by Engineer-in-Charge
M&L in replacement GI 32 x 6mm with saddles and fixing screws etc. for roof conductors and down conductors including saddles,insulator, nut & bolts brazing etc above ground complete all as specified and directed by Engineer-in-Charge
M&L in replacement Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw all as specified and directed by Engineer-in-Charge
M & L in replacement earthing with steel earth plate electrode of size 60 x 60 cm x 6 mm thick buried directly in ground to a depth not less than 2.25 mtr deep below normal ground level with top edge of the earth plate not less tha 1.5 mtr deep below normal grund level connected to galvanized iron strip size 32 x 6 mm as earthing lead by means of nuts, bolts and washers of steel after wlding of GIstrip to earth electrode to the full length of earht plate, 40mm dia GI tubing lightgrade protection pipe upto test point, 20mm dia GI watering pipe with funnel and wire mesh, PCC pit 1:3:6 with pit cover ofsize 30x30 cm made of RCC 1:3: with suitable handle, angle iron frame made of angle iron of size 40x40x4m, adequate qty of charcoal dust and salt layers all around the earth plate and filling of vegetables soil to the remaining 10% removal of surplus soil and retruning filling in all as required at site including test point made outof steel plate of size 75x75x6mm fixed to wall all as specified in plate No 3 of SSR Part-I and directed by Engr-In-Charge.
M&L in repair Pre-cast cement concrete block masonry with solid blocks PCC Type B1 1:2:4 ( 20 mm graded aggregate ) , exc. 10 cm in width and setting in mortar, complete all as specified and directed by Engineer-in-Charge
M&l in replacement tubing light grade galvanized iron to be embeded in PCC block fitting complete with 40 mm bore all as specified and directed by Engineer-in-Charge
M&L for providing Display board of size 1m x 1m x1 cm madeup with acrylic sheet material consisting of "First Aid discription with pictures " in Capital Letter at the Top complete with fixing arrangements to the wall complete all as specified and directed by Engineer-in-Charge
M&L for providing Display board of size 1m x 1m x1 cm madeup with acrylic sheet material consisting of "First safety instruction with fire extenguishing methods with pictures " in Capital Letter at the Top complete with fixing arrangements to the wall complete all as specified and directed by Engineer-in-Charge
M&L for Design, development, supply commissioning and testing EHCC certified ground tubular effective chemical earthing system (CPRI tested for 15 KA current capacity for LT Iine) highly anticorrosive long life electrode with and including adequate protective coating to withstand servere weather conditions in the earth pit of the standard size comprising of 40mm x 3m Long Copper rod as primary conductor and hollow copper tube of 80mm x 3m long as secondary conductor to install with suitable connecting terminal confirming of IS 3043 : 1987 specification, highly conductive packing material to be filled in earth pits for providing uniform, low resistivity anticorrosive, hygroscopic medium around the earth system for improving the efficiency of current dissipation with crystalline conductive mixture (CCM) 20 Kg per bag (3 bag per kit) minimum or sufficient quanitities required as per site complete including RCC earthing pit cover , material and labour complete all as specified and directed by Engineer-in-Charge
High Tech Metal India
SAGAR ENTERPRISES
R. S. Associates
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