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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹32.7 L+₹22,999.40 (0.71%)Rejected-Finance 179 THE MALL AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L2 | Rejected-Finance Rejected being | |
| 3 | L3₹33.4 L+₹92,429.23 (2.85%)Rejected-Finance | L3 | Rejected-Finance Rejected being | |
| 4 | L4₹33.6 L+₹1.1 L (3.50%)Rejected-Finance 33 JAGGI GARDEN NARAINGARH ROAD AMBALA CITY 134003 | AMBALA | HARYANA | 134003 | L4 | Rejected-Finance Rejected being |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
16 Feb 2022, 6:00 pmClosed
GE(NORTH) AMBALA CANTT
GE(NORTH) AMBALA CANTT
CA NO GE(N)AMB-67/2021-22 SPECIAL REPAIR TO 08 X ORS GOVT MD ACCN OF BLDG NO 233/761-768 AT HARDING LINE AND CERTAIN MINOR WORKS IN THE AREA OF AGE B/R-I (N) UNDER GE (NORTH) AMBALA CANTT
2022_MES_500941_1
GE(N)Amb-67/2021-22
Open Tender
Civil Works
Item Rate
180 days
GE(NORTH) AMBALA CANTT
As Per Tender Documents
8 documents required · 8 mandatory
₹500
GE(NORTH) AMBALA CANTT
₹84,000
Yes
28 Feb 2022
19 Jan 2022
18 Feb 2022
19 Jan 2022
16 Feb 2022
2 Feb 2022
19 Jan 2022 - 2 Feb 2022
Amount
Schedule 'A' Part-I (B/R itmes) M & L taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge.
M&L rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 and finished even and fair without using extra cement but using water proofing compound @ 2% by weight of cement as per manufacturer's instructions complete all as specified and as directed by the Engineer-in-Charge. (water proofing compound shall be measured and paid for separatally)
M&L rendering 15mm thick in cement mortar 1:6 on any faces of brick work or concrete wall surfaces and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in charge.
Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge.
M&L rendering 10 mm thick on fair faces of brick work or concrete ceiling or chajjas surfaces in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
M&L rough cast plaster complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge.
M&L preparing new plastered surfaces and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer over and including 1 to 2 mm thick wall care putty white cement based in two or more coats to achive smooth surfaces complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of newly plastered / un--plastered surfaces of ceiling and applying two coats of white lime wash over prepared surfaces of ceiling complete all as specified and as directed by the Engineer-in-Charge.
M&L preparing new plastered surfaces and applying two coats of cement base paint on surfaces of walls complete all as specified and as directed by the Engineer-in-Charge.
M & L complete removal of existing treatment on walls, pillars cornices etc ( any number of layers) by scrapping with steel scrappss or any other means, washing down with water to remove loose particles etc and applying/finishing walls with acrylic smooth exterior paint of required shade (two or more coats applied @ 1.67 ltr/10 sqm) complete all as specified and as directed by the Engineer-in-Charge
M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of ceiling by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coats of white lime wash over prepared surfaces of ceiling complete all as specified and as directed by the Engineer-in-Charge.
M & L complete removal of existing treatment on wall by scrappers or any other means and washing , rubbing down with water to remove loose particlse etc and applying two coats of oil bound distemper with painting roller over and including 1 to 2 mm thick wall care putty white cement based in two or more coats to achive smooth surfaces complete all as specified and as directed by the Engineer-in-Charge.
M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of walls, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coats of cement base paint on the walls, pillars, cornices etc. complete all as specified and directed.
Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engr-in-charge.
M&L for brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M&L brick work with sub class 'B' old size bricks using old servicable bricks including cleaning of old bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M & L brickwork with sub-class `B` bricks old size in half brick thick wall straight or curved on plan to any radius built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M & L 100 mm thick PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
M&L machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 60 mm thickness, grade M-35 with grey cement and pigments over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge.
M & L machine cut kota stone slab flooring 16 to 18 mm thick of size not less than 550mm x 550mm in floor, set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M & L machine cut kota stone slab flooring 16 to 18 mm thick of size not less than 550mm x 550mm in skirting , set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 10 mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M & L machine cut baroda Green marble stone slab 15 to 16 mm thick in kitchen cooking platform and jointed in grey cement slurrry mixed with pigment to match the shade of the slab incl cutting, rubbing and polishing over and including 15 mm thick cement screed bed in CM 1:6 and half rounding the edges of stone slab (stone slab shall fixed in one piece upto lenght of 1.80 metre and in two piece in case the lenght of cooking plateform is more than 1.80 metre) 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 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.
M & L roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc, and applying neat cement slurry @3 Kg/Sqm complete all as specified and as directed by the Engineer-in-Charge.
M & L 25mm thick cement concrete 1:2:4 type B-1, using 20mm graded crushed stone aggregates as in sub base of floor and finished even and fair to receive tiles etc. complete all as specified and as directed by the Engineer-in-Charge.
M&L Non-skid ceramic coloured tiles joint free 1st quality (square/rectangular) 7 to 8 mm thick, area of each tile exc 0.11 sqm but not exc 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including screed bed or bedding layer 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge.
M&L glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/skirtings/dados of size 450x350x7mm thick or nearest size, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M&L Non-skid ceramic coloured tiles joint free 1st quality (square/rectangular) 7 to 8 mm thick, area of each tile exc 0.18 sqm but not exc 0.36 sqm as in floors, set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including screed bed or bedding layer 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge.
Demolition of reinforced cement concrete in roofs, floors, beams, chajjas, staircases, landings and similar suspended work (reinforcement cut as required to facilitate demolition) complete all as specified and as directed by the Engineer-in-Charge.
M & L reinforced cement concrete 1:1-1/2:3 (Nominal Mix) using 20mm graded crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge.
Formwork to soffits of suspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 CM thick (horizontal or sloping) flat for rough finished surfaces of concrete , complete all as specified and as directed by the Engineer-in-Charge.
M&L formwork to faces of walls, retaining walls, abutments, parapets, staicase railing and similar works vertical or to batter flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
M&L reinforced cement concrete 1:1-1/2:3 (Nominal Mix) using 20mm graded crushed stone aggregate in fins, fascias, louvers, parapets, railings exceeding 60 cm in height and the like complete all as specified and as directed by the Engineer-in-Charge.
M & L providing PCC precast 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, precast cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weathering, throating etc and setting CM 1:4 complete with joints to match, complete all as specified and as directed by the Engineer-in-Charge.
M&L TMT mild steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
M & L providing 75 mm thick cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each ) and finished even and smooth 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 including form work complete all as specified and as directed by the Engineer-in-Charge.
M & L PCC 1:3:6 Type C-1 using 20mm graded crushed stone aggregate as in surface channels and drain including form work whereever required complete all as specified and as directed by the Engineer-in-Charge.
M & L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, mould, mitred/ stopped end etc complete all as specified and as directed by the Engineer-in-Charge.
Taking down chowkats or frames with shutters (without taking off shutter from the frames) area n. exc 1.5 Sqm each and removal from site complete all as specified and as directed by the Engineer-in-Charge
Taking down chowkats or frames with shutters (without taking off shutters from the frames) area exc 1.5 sqm but not exc 4 sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-charge.
S & F pressed steel frames made from 1.25mm thick PBI sheet for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc. complete of frame size 105 x 60mm incl fiiling in chowkhats with PCC 1:3:6 type C-1 complete all as specified and as directed by the Engineer-in-charge.
S & F pressed steel frames made from 1.25mm thick PBI sheet for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc. complete of frame size 125 x 60mm incl fiiling in chowkhats with PCC 1:3:6 type C-1 complete all as specified and as directed by the Engineer-in-charge.
M&L factory made 2nd class hard wood 35 mm thick plain framed panelled shutter( two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on boths face . The size of rail and style as per IS:1003 (Part-1) kiln seasoned and chemically pressure treated complete all as specified and as directed by the Engineer-in-Charge.
S & F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube and fixed in opening complete all as specified and as directed by the Engineer-in-Charge.
S&F factory made solid PVC moulded door shutters with partical board core 28 to 30 mm thick (styles) with 2, 4, or 6 raised panel design with 2 mm thick prelaminated moulded PVC sheet on the front face and 2mm thick plain colour PVC sheet on back face fixing in frame at site as per specification and drawing complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing steel window box type using ERW hollow 'P' section comprising double frame for and including gauged and glazed skelton shutter 30mm thick, jointed internally with flat iron 25x3mm complete including hinges, handle, tower bolts, stops, lugs, guard bars and painting etc. all as shown on drawing No. TD-219 sheet 1/3 to 3/3 and TD-220 sheet 1/3 to 3/3 as applicable complete all as specified and as directed by Engineer in Charge. Note: (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit. (ii) Unit rate quoted against this item shall also include the iron mongery and grill fabricated from 10mm square bar as shown on drgs. (iii) Glazing, wire mesh shall be measured and paid for separately.
M&L factory made 35 mm thick 2nd class hard wood glazed and skeleton shutters,open rebated and prepared to receive glass , gauze etc. (without sash bars) ,edges of framing plain chamfered or rounded , fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge.
S&F box type using ERW hollow 'P' section ventilators glazed/gauged including MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
S&F galvanised mild steel wire cloths 0.56 mm nominal dia of wire and average width of aperature 1.18 mm and fixed with tinned tack or galvanised wire staple complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing 300mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge.
S&F 200 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.
S&F 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge.
M & L sheet glass 3.00mm thick ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge
M & L sheet glass 3.0mm thick figured, pin head type and glazing with oil putty in square n exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge
S & F mild steel butt hinges 100mm long medium weight complete all as specified and as directed by the Engineer-in-Charge.
S & F stainless steel butt hinges 100mm long medium weight complete all as specified and as directed by the Engineer-in-Charge.
S&F mild steel 150 mm ordinary rat tail rod pattern springs including roller and roller plate etc complete all as specified and as directed by the Engineer-in-Charge.
Supply only mild steel butt hinges 50 mm long medium weight and fixed complete all as specified and as directed by the Engineer-in-Charge.
S & F 2nd class hardwood small fittings such as brackets of any type, latch and hinge blocks, shapped door and window stops and the like, including all necessary labours; articles n exc 200 cu. cm each complete all as specified and as directed by the Engineer-in-Charge.
Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge.
M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge.
Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge.
M & L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge.
S & F 15mm bore fancy type cast copper alloy chromium plated stop valves with long shank and cup (concealed type), screwed down, high pressure with crutch handle, scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F 15mm bore cast copper alloy fancy type chromium plated angular stop valves screwed down, high pressure with crutch handle, scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F 15mm bore cast copper alloy chromium plated stop valves, screwed down, high pressure with crutch or butterfly handle, scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F 20mm bore cast copper alloy chromium plated stop valves, screwed down, high pressure with crutch or butterfly handle, scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge.
S&F bib taps 15mm bore fancy type brass chromium plated with long body and crutch handle screwed down, screwed for iron pipe or for brass ferrule and fixed as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F fancy type pillar tap of 15mm bore, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F in repair brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and as directed by the Engineer-in-Charge.
S&F in repair Brass chromium plated shower rose 125mm size swivel type with arm of standard size as per site complete all as specified and as direced by the Engineer-in-charge.
S & F PVC connections 15 mm size with PTMT nuts of length 600 mm as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest and PVC (SWR) 'P' or 'S' trap of pressure rating 6 Kg/ sqcm complete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F 10 ltr PVC valveless syphonic action type flushing cistern with brackets, flush pipe etc complete including inlet ball valve float and handle including brackets, of approved make including all connections & flush pipes for WC as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F vitreous china wash hand basin white, flat back of size 550mmx400mm with and including pedestal white, fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing of waste fitting etc as in repair complete all as specified and as directed by the Engineer-in-Charge.
S&F sheet glass shelf assembly consisting of 5.5 mm thick sheet glass shelf 12 mm wide with chromiun plated brackets guard and railing 60 cm long as in reapir complete all as specified and as direced by the Engineer-in-charge.
S & F soap dish, brass chromium plated, approximate size 160x160x90mm, fixed to plugs with chromium plated brass screws as in repair complete all as specified and as directed by the Engineer-in-Charge
Cutting chases ,pinning in making good to facing where required and pointing in CM 1:3 to edges of landing , steps , cills , sunshades, shelves , lintel etc. and cutting chases for concealed water tubing etc and making good cutting not exc 10 cm girth complete all as specified and as directed by the Engineer-in-Charge.
Dismantling water tanks of capacity exc. 250 ltr and not exc. 500 ltrs and removing from site complete all as specified and as directed by the Engineer-in-Charge.
S & F 500 Litres rotational moulded polyethylene water storage tanks triple layer (cylindrical vertical with closed top) 100% UA stablised, rust proof, hoisted and fixed in position all as specified in SSR Part-I including 20mm bore ball brass valves high pressure with polythene float and flynut complete screwed for iron pipe or brass ferrule and fixed etc complete all as specified and as directed by the Engineer-in-Charge. Note : Water storage tank shall be White in colour.
S & F stainless steel curtain rod 25mm dia having wall thickness 1.6mm fixed with and including stainless steel decorative brackets, two lotto for each road length at both end etc complete all as specified and as directed by the Engineer-in-Charge.
S & F 75mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement as in repair complete all as specified and as directed by the Engineer-in-Charge
S&F 100mm bore PVC (SWR) vent cowl etc as in repair complete all as specified and as directed by the Engineer-in-Charge.
S&F as in repair mild steel door shutter two leaves with frame of 20 gauge MS sheet (all around) and leaves of 21 gauge MS Sheet ( all as per Godraj Pettern) with three way locking arrangement with brass lock with duplicate key and CP handle including two coats of spray painting over a coat or red oxide primer complete fixed in existing cupboard fixed with necessary nuts, bolts including embedded in PCC 1:2:4 (area of opening shall be measured) complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of new wooden surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of new steel and iron surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
S&F kitchen plate rack of stainless steel sheet 1mm thickness size 900mm x 900mm x250mm and having weight not less than 8.00 Kg each as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F sinks with drainage board made out of stainless steel 1mm thick sheet for kitchen with plugs, waste pipe, brass chromium plated coupling and wastes, including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm with bowl size 410mm x 330mm x 160mm as in repair complete all as specified and as directed by the Engineer-in-Charge
M&L glazed ceramic white tiles 1st quality of size 150x75x6-7mm thick, set and jointed in neat cement slurry on wall of the buildings as directed by Engineer-in-Charge, writing bldg No./ qtr No.with black marking paint complete all as specified and as directed by the Engineer-in-Charge.
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified & directed by the Engr-in-Charge.
S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor or fixed to wall complete all as specified and as directed by the Engineer-in-Charge.
S & F 110mm bore PVC (SWR) bends of any radius with access doors complete all as specified and as directed by the Engineer-in-Charge.
S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors or fixed to wall complete all as specified and as directed by the Engineer-in-Charge.
S&F 110mm bore PVC (SWR) juction single (Single T) equal are unequal complete all as specified and as directed by the Engineer-in-Charge.
S & F 75mm bore PVC (SWR) bends of any radius with access doors complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix stack clamp out of 50mm x5mm flat iron 16mm dia round iron stays including bolt and nuts and securing ends of stays to walls or roof for 75mm bore pipe complete all as specified and as directed by the Engineer-in-Charge.
Dismantling Brick tiles or terracing tiles, single layer on roofs complete all as specified and as directed by the Engineer-in-Charge.
Demolition of mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) complete all as specified and as directed by the Engineer-in-Charge.
M & L providing cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in roof kerbs, mud stops, padding on roof and finished even and smooth without using extra cement including form work where ever required complete all as specified and as directed by the Engineer-in-Charge.
Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature and viscosity 70-160 cps over the primer coat with overlap of 100mm at the side and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture's instructions . The vital physical and chemical parameters of the membrane shall be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrate at 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane only complete all as specified and as directed by the Engineer-in-Charge.
M & L 40 mm thick brick tiles laid on screed bed and joints grouted flush in CM (1:3) mixed with 5% crude oil by weight of cement including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
Description same all as per item No 102 here-in-above but using old servicable brick tiles obtained from item No. 98 here-in -above including cleaning old brick tiles complete all as specified and as directed by the Engineer-in-Charge.
Demolition of cement concrete in existing sunken floor etc and removal of the same to a distance exceeding 250 mtr and not exceeding 500 mtr, depostied where directed complete all as specified and as directed by the Engineer-in-Charge.
S&F as in repair medium grade GI tubing of size 40mm dia as in spouts complete all as specified and as directed by Engineer-in-Charge
M&L PCC 1:5:10 type E-2, using 40 mm graded crushed stone aggregate as in filling in sunken floor, rounded or chamfered on edges complete all as specified.as directed by the Engineer-in-Charge.
M&L providing sunken floor water proofing treatment comprising of the following :- (a) Scrapping the surface with wire brush and cleaning with water and alloy to dry. (b) Applying cement slurry @ 1.2 kg/sqm duly mixed with water proofing compound @ 2% by weight of cement or as per manufacturer's instructions. (c) 15 mm thick cement plaster (1:3) mixed with water proofing compound @ 2% by weight of cement or as per manufacturer instruction ( the corners will be made round in concave shape) and finished even and fair without using extra cement. (d) Applying cement slurry @ 1.2 kg/sqm duly mixed with water proofing compound @ 2% by weight of cement or as per manufacturer's instruction. (e) Applying one coat of hot blown bitumen grade 85/25 confirming to IS-702 @1.20kg/sqm (f) Providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt using butane gas torch and ceiling all joints. (g) Applying one coat of hot blown bitumen grade 85/25 confirming to IS-702 @1.20kg/sqm.
Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick ,watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed by the Engineer-in-Charge.
M&L reinforced cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate in walls or retaining walls, any thickness, size or shape including pillasters, buttresses, columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and as directed by the Engineer-in-Charge.
S&F 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 as directed by the Engineer-in-Charge.
S & F rolled mild steel work in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Fe-410-W (Grade E-250) quality B complete all as specified and as directed by the Engineer-in-Charge
S & F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick having zinc coating 150 gm per sqm (Az 150) 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 as directed by the Engineer-in-Charge.
S & F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa having zinc coating 150gm per sqm (Az 150) coating as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.
Surface excavation not exceeding 30cm deep and averaging 15 cm deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.
M & L PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
M&L broken stone hardcore of gauge not exc 63mm , deposited , spread and levelled in layers not exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge.
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge.
Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge.
Removing of excavated material to a distance not exc 50 m and depositing at a level not exc 1.5 m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
M & L PCC 1:3:6 Type C-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
M&L providing cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregates in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, copings including necessary form works, weathering slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
M&L for brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M&L preparing new plastered surfaces and applying two coats of oil bound distemper with painting roller over a coat of alkali resitant primer on surfaces of walls complete all as specified and as directed by the Engineer-in-Charge.
M&L light shade vitrified tiles premium quility joint free 10 mm thick (square/ rectangular) area of each tiles not exc 0.36 Sqm in floor etc set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over and including screed bed or bedding layer 15mm thick in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M&L light shade vitrified tiles premium quility joint free 10 mm thick (square/ rectangular) cut from tiles having area of each tiles not exc 0.36 Sqm in skirting etc set and jointed in neat cement slurry and pointed in white or colour cement to match over and including 10mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M & L rolled mild steel framed work as in door or gates of angle or other section with gusset plates, rails braces etc. complete, drilled for fixing for steel sheeting or other covering. Doors etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe-410-(Gde E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.
Schedule 'A' Part-I (E/M itmes) Taking down carefully copper/aluminum point wiring (light, fan, socket or power) complete including all fittings and fixtures such as switches, pendant, lamp holder, regulators, socket outlet, etc and removing unserviceable materials from site of work and making good disturbed surfaces of walls, floors with cement mortar and white/colour wash to match with existing surfaces etc complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall surfaces and on surface on ceiling surfaces and incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor green colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly (boxes shall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer both internally and externally) including provision of new covered plate over sunken box for housing the modular switches , modular socket outlets,modular fan regulators etc. and making smooth the disturbed surfaces as per existing for one light/fan/exhaust fan point controlled by one way switch, complete all as specified and as directed by Engineer-in-Charge. Note :- a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid for separately
Description same all as per item No. 128 but for One 3 pin, 5 Amps, socket outlet controlled by one switch on independent board, complete all as specified and as directed by Engineer-in-Charge.
Description same all as per item No. 128 but for One 3 pin 5 Amps socket outlet controlled by one switch on same board, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for point wiring with 2.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall surfaces and on surface on ceiling surfaces and incuding provision of 2.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor green colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly (boxes shall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer both internally and externally) including provision of new covered plate over sunken box for housing the modular switches , modular socket outlets,modular fan regulators etc. and making smooth the disturbed surfaces as per existing for 3 pin, 15 Amp socket outlet point controlled by one way switch, complete all as specified and as directed by Engineer-in-Charge. Note :- a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid for separately
Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
Supply and fix modular switch 1 module, single pole, one way 16 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
Supply & fix modular socket outlet 2/3 pin combined, 6amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.
Supply & fix modular socket outlet 3/3 pin combined, (6pin), 6/16amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.
S&F of electronic Fan regulator modular 100 watt, 1 module, 230 volts , 50 Hz, AC supply suitable for ceiling fan any type/make/sweep complete all as specified and as directed by the Engineer-in-Charge.
S&F modular bell push 6 Amp, 1 way, 1 module, 230 volts complete all as specified and as directed by the Engineer-in-Charge.
Supply & fix calling bell ding dong 230 volt including removing unserviceable items, complete all as specified and as directed by the Engr-in-charge.
Supply and fixing LED batten fitting 10-12 watt, 2 feet, 6500K aluminium housing and electronic driver including tube rod cool/warm type industrial model complete connecting with copper conductor flexible cable from ceiling rose to connector of the light as in repair complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix ceiling rose surface type 2/3 terminal polycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing lamp holder, PVC/polycarbonate type with back plate suitable for batten fittings, complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing LED batten fitting 18-20 watt, 4 feet, 6500K aluminium housing and integrated electronic driver including tube rod cool/warm type industrial model complete connecting with copper conductor flexible cable from ceiling rose to connector of the light as in repair complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix sheet metal enclosure Vertical triple pole & neutral (VTPN) with TPN MCCB 100 Amp for 415 volts 4 way with 200 Amp rated bus bar flush /surface mounting double door duly grouted in solid block wall or on wooden board in and including lugs/thimbles duly crimped for connection, necessary PCC work and making smooth the disturbed after removing old Unserviceable MCB DB surface complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix MCB SP, 6-32 Amps, 240 volt,10 KA , 'C' curve as per site requirement including removing old unserviceable MCB complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix MCB SPN, 42/63 Amps, 240 volt,10 KA, 'C' curve as per site requirement including removing old unserviceable MCB complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix sheet metal MCB DB SPN 8 way with 200 Amps rated bus bar single pole and neutral with acrylic double door IP-43 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces including removing old unserviceable enclosure complete all as specified and as directed by the Engr-in-charge.
Material & labour for earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earth lead of 4mm dia GI wire by means of bolts, nuts, check nuts and washers of galvanised iron.Earth wire protected by GI pipe 15mm bore(medium grade) and connected to main switch board or main control board as directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/c both ways with one handle for lifting made out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing as in repair complete all as directed by Engineer-in-Charge and earth testing on completion .
S & laying as in repair sub main wiring with two run of 6 sqmm PVC insulated , unsheathed cable FRLS-H,1100 volts grade ISI marked with multi stranded copper conductor and one run of 6 sqmm PVC insulated , unsheathed cable FRLS-H, 1100 volt grade ISI marked multi stranded copper conductor as earth continuty conductor connected to common earth dolly including concealed on wall/ceiling surfaces in PVC conduit medium grade ISI marked of adequate size for housing the wires complete all as specified. Note: (i) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB. (ii) Three runs of cable and one run of PVC conduit shall be measured and paid as one unit length.
S&F LED Bldg Security Light Fittings of capacity 40 -45 watt made up of die cast aluminium housing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including service bracket of GI pipe 32 mm bore medium grade of length 0.9 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to GI pipe as required at site and two coats of synthetic enamel paint over one coat of red oxide primer on mild steel work and making electrical connection, including disconnecting and taking down existing old U/S fitting complete all as specified and as directed by the Engineer-in-Charge.
Supply and laying XLPE insulated, armoured heavy duty electric cable 25 sqmm cross sectional area, 3.5 core with aluminium conductor, 1100 volts grade as in repair complete all as specified and as directed by Engineer-in-Charge.
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for laying of cables and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer-in-Charge.
Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.
M&L for sand cushoning under the cable for protecting the cable being damaged from external load complete all as specified and as directed by Engineer-in-Charge. Note: punned thickness shall be measured for payment.
Supplying and laying un-reinforced precast concrete cable cover, class LV, type 1 flat, size 250 mm x 150mm x 40mm complete all as specified and as directed by Engineer-in-Charge.
Taking down ceiling fan, sealing cable end, dismantling blades and applying one coat of painting on ceiling fans with synthetic enamel paint by spraying incl filling cavaties with filler after cleaning all dust etc, reassembling the same and refixing in original location including making connection with 3 core copper cable complete all as specified and as directed by the Engineer-in-Charge.
M & L galvanised iron tubing 40mm bore light grade with all fittings and laid in trenches or fixed to walls/ pole with clamps as in repair complete all as specified and as directed by the Engineer-in-Charge.
M/s B.S.Jain
M/s Vridhi Construction Co.
Durga Enterprises
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