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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹38.6 LAccepted-AOC C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹40.7 L+₹75,392.60 (1.89%)Rejected-Finance | L-2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L-3₹41.0 L+₹1.1 L (2.64%)Rejected-Finance THIS INFORMATION IS NOT AVAILABLE IN THE PROVIDED DOCUMENT | KAMRUP METRO | ASSAM | 781005 | L-3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L-4₹41.7 L+₹1.8 L (4.54%)Rejected-Finance RANGIYA STATION ROAD WARD NO 2 PO RANGIYA DIST KAMRUP ASSAM PIN 781365 | BAKSA | ASSAM | 781365 | L-4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L-5₹42.2 L+₹2.3 L (5.70%)Rejected-Finance RANGIYA DIST KAMRUP ASSAM 781365 | BAKSA | ASSAM | 781365 | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | M/S KIRAN ENTERPRISE L6 | M/S NARAYAN ENTERPRISE L5 | M/S Rajkamal Enterprise L3 | SYED ATAUR RAHMAN L2 | M/S S.S. Construction L1 | M/s SHARMA BUILDERS & ENGINEERS L4 | M/S SHARMA ENGINEERING & COMPANY L9 | BHASKAR CONSTRUCTIONS L7 | DAYAL DAS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each, complete all as specified and as directed by Engineer-in-charge. | 43 | EACH | 50 ₹2,150 Lowest | 55 ₹2,365 | 80 ₹3,440 | 50 ₹2,150 Lowest | 70 ₹3,010 | 50 ₹2,150 Lowest | 50 ₹2,150 Lowest | 50 ₹2,150 Lowest | 50 ₹2,150 Lowest |
| 2.00 | M&L for taking down Chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.5 sq. m but not exc. 4.0 sq. m each, complete all as specified and as directed by Engineer-in-charge. | 10 | EACH | 50 ₹500 Lowest | 65 ₹650 | 200 ₹2,000 | 80 ₹800 | 100 ₹1,000 | 50 ₹500 Lowest | 80 ₹800 | 80 ₹800 | 80 ₹800 |
| 3.00 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified and as directed by Engineer-in-charge. | 415 | SQM | 50 ₹20,750 | 30 ₹12,450 | 50 ₹20,750 | 30 ₹12,450 | 30 ₹12,450 | 20 ₹8,300 Lowest | 40 ₹16,600 | 30 ₹12,450 | 40 ₹16,600 |
| 4.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed by Engineer-in-charge. | 23.11 | QTL | 600 ₹13,866 | 350 ₹8,088.5 | 200 ₹4,622 Lowest | 310 ₹7,164.1 | 400 ₹9,244 | 450 ₹10,399.5 | 330 ₹7,626.3 | 330 ₹7,626.3 | 330 ₹7,626.3 |
| 5.00 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in-charge. | 34.75 | CUM | 600 ₹20,850 | 450 ₹15,637.5 | 500 ₹17,375 | 310 ₹10,772.5 | 400 ₹13,900 | 250 ₹8,687.5 Lowest | 330 ₹11,467.5 | 330 ₹11,467.5 | 330 ₹11,467.5 |
| 6.00 | Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and as directed by Engineer-in-charge. | 25 | CUM | 600 ₹15,000 | 450 ₹11,250 | 500 ₹12,500 | 310 ₹7,750 | 400 ₹10,000 | 250 ₹6,250 Lowest | 330 ₹8,250 | 330 ₹8,250 | 330 ₹8,250 |
| 7.00 | Demolition of Reinforced Cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engineer-in-charge. | 3 | CUM | 600 ₹1,800 | 450 ₹1,350 | 500 ₹1,500 | 310 ₹930 | 400 ₹1,200 | 250 ₹750 Lowest | 330 ₹990 | 330 ₹990 | 330 ₹990 |
| 8.00 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by Engineer-in-charge. | 120 | SQM | 50 ₹6,000 | 20 ₹2,400 Lowest | 20 ₹2,400 Lowest | 30 ₹3,600 | 50 ₹6,000 | 45 ₹5,400 | 50 ₹6,000 | 50 ₹6,000 | 50 ₹6,000 |
| 9.00 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. | 15 | SQM | 50 ₹750 | 20 ₹300 | 15 ₹225 Lowest | 20 ₹300 | 20 ₹300 | 20 ₹300 | 30 ₹450 | 20 ₹300 | 30 ₹450 |
| 10.00 | Dismantling Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets, complete all as specified and as directed by Engineer-in-charge. | 149 | SQM | 50 ₹7,450 | 15 ₹2,235 | 15 ₹2,235 | 20 ₹2,980 | 15 ₹2,235 | 10 ₹1,490 Lowest | 30 ₹4,470 | 20 ₹2,980 | 30 ₹4,470 |
Tender Value
₹36.8 L
EMD Value
₹73,600
Closing Date
30 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Rangia
GE Rangia C/O 99 APO Rangia
SPL REP TO BLDG NO ET-139 AND PROVN OF 01 X OPTO SEC AT CERTAIN UNIT IN TAMULPUR MIL STN UNDER GE RANGIA
2025_MES_716095_2
8928/RNG/E8
Open Tender
Civil Works
Item Rate
180 days
TAMULPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Rangia
₹73,600
Yes
2 Sept 2025
16 Jul 2025
1 Aug 2025
16 Jul 2025
30 Jul 2025
24 Jul 2025
16 Jul 2025 - 21 Jul 2025
Amount
Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each, complete all as specified and as directed by Engineer-in-charge.
M&L for taking down Chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.5 sq. m but not exc. 4.0 sq. m each, complete all as specified and as directed by Engineer-in-charge.
Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified and as directed by Engineer-in-charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed by Engineer-in-charge.
Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in-charge.
Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and as directed by Engineer-in-charge.
Demolition of Reinforced Cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engineer-in-charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by Engineer-in-charge.
Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge.
Dismantling Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets, complete all as specified and as directed by Engineer-in-charge.
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge.
Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.
Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.
Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.
M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation or Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180mm thickness, complete all as per specified and as directed by Engineer-in-charge. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be measured and paid for.
M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge.
M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete including necessary formwork, complete all as per specified and as directed by Engineer-in-charge.
M&L for Reinforced Cement Concrete, M-20 (Nominal Mix), 1:1½:3, type A-1 (20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.
M&L for Reinforced Cement Concrete, M-20 (Nominal Mix), 1:1½:3, type A-1 (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.
M&L for Reinforced Cement Concrete, M-20 (Nominal Mix), 1:1½:3, type A-1 (20mm graded stone aggregate) in Beams, cantilevers, chajjas, lintels over 1.5m span, chajjas, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item.
M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge.
M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions, rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge.
M&L for Formwork to sides and soffits of floor or roof beams, chajjas, lintels, cantilevers, shelves including supports, overhangs, chajjas, etc. also splays between floors and beams, etc., rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge.
S&F of TMT bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge.
S&F of TMT bars 6-8mm dia, cut to length, bent to shape required, in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge.
S&F of Mild 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 Engineer-in-charge.
All as per Item No. 26 here-in-above, but for erection & febrication only, complete all as per specified and as directed by Engineer-in-charge.
S&F of mild steel flat iron or other steel section as in hold-fast, wall tie, wind ties for roof including drilling, securing bolts and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed by Engineer-in-charge.
S&F of mild steel Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed by Engineer-in-charge.
S&F of Pressed steel frames for double shutter doors of size 125x60 mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, and filling in frame with Cement Concrete 1:2:4, type B-0 (12.5mm graded aggregate) including necessary Formwork as required at Site(s), complete all as specified and as directed by Engineer-in-charge.
S&F of Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded, complete all as specified and as directed by Engineer-in-charge.
S&F of Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welded, complete all as specified and as directed by Engineer-in-charge.
S&F of Steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and as directed by Engineer-in-charge.
S&F of 30mm thick factory made second class hard wood Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides and both faces are covered with decorative face veneer with lipping/frame to match; complete all as specified and as directed by Engineer-in-charge.
S&F of 30mm thick factory made second 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.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); complete all as specified and as directed by Engineer-in-charge.
S&F of Anodised aluminium door using 96.6x44.8x1.5mm thick powder coated Anodised aluminium section as in chowkhat, 84.0x44.7x1.5mm thick powder coated aluminium section as in vertical styles and 101.6x44.88x1.5mm thick powder coated aluminium section as in rails, glazing with 5.5mm thick tinted/ black reflective glass exc. 0.5 Sqm in each pane with and including necessary joining cleats, glazing clips, ruber neoprene packing, 200mm long aluminium handles 2 Nos in each door leaf, 100mm long medium grade stainless steel butt hinges of 4 Nos/ leaf, 1 No/ leaf aluminium (extruded section) body Door closer hydraulically regulated suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg, 1 No/ leaf aluminium body 150mm long double legged floor door stopper, 1 No brass body 6-lever Mortice lock, vertical type, size 100 mm, anodised aluminum snap beading screws etc., complete all as specified and as directed by Engineer-in-charge. (Note- Cost of powder coated Aluminium section, beads, gasket, glazing and all builder hardware shall deemed to be included in Unit Quoted Rate.)
S&F of Anodised aluminium three track sliding window and ventilator using 62x29.5x1.5mm thick powder coated Anodised aluminium section as in chowkhat, 38.0x20.0x1.5mm thick powder coated Anodised aluminium section as in shutter, two panel shall be glazed with 3mm thick tinted/ black reflective glass n. exc. 0.5 Sqm in each pane and one panel shall be gauged with 0.56mm thick stainless steel wire cloth with width of apparture 1.18m with and including necessary sliding and locking arrangements, joining cleats, glazing clips, ruber neoprene packing, anodised aluminum snap beading screws etc., complete all as specified and as directed by Engineer-in-charge. (Note- Cost of Aluminium section, beads, gasket, gauge/ glazing and all builder hardware shall deemed to be included in Unit Quoted Rate.)
S&F of 200 mm long Extruded aluminium alloy handles, fabricated type, anodised, complete all as specified and as directed by Engineer-in-charge.
S&F of 200 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.
S&F of 300 mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy, complete all as specified and as directed by Engineer-in-charge.
S&F of 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane, complete all as specified and as directed by Engineer-in-charge.
S&F of Stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed by Engineer-in-charge.
M&L for Brickwork with Sub-class 'B' bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.
M&L for Brickwork with Sub-class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge.
M&L for Rendering 10mm thick in cement morter 1:6 on other than fair faces of brick work or concrete surfaces/ other side of lathing, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge.
M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 in two layers on fair faces Brick Walls/Concrete Surfaces/ one side of lathing, 5mm thick top layer mixed with WPC as per Manufactures instruction, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. NOTE: WPC shall be Measured and Paid as ‘Supply only’ under relevant Item.
Supply only Integral waterproofing compound, complete all as specified and as directed by Engineer-in-charge.
M&L for providing 40 mm thick Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in base of floor/ path/ hardstanding, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing 75 mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and fair, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing 100 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 300x600/300x450x 7 mm thick, over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, complete all as per specified and as directed by Engineer-in-charge.
M&L for Machine cut kota stone slab flooring 15-18mm thick over 20mm thick cement screed base 1:6, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and as directed by Engineer-in-charge.
M&L for Machine cut kota stone slab in riser of steps, skirting, dado and pillar 15-18mm thick over 10mm thick cement screed base 1:3, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and as directed by Engineer-in-charge.
M&L for providing glossy finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, complete all as per specified and as directed by Engineer-in-charge.
M&L for 2nd class hard wood in scantling wrought timber unframed and fixed, complete all as specified and as directed by Engineer-in-charge.
S&F of second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 6sqcm but not exc.13sqcm, complete all as specified and as directed by Engineer-in-charge.
S&F of solid PVC wall panneling consisting of 5mm thick wood grain printed PVC sheet inclusive of solvent cement, 5mm thick PVC sheet fillet of width 35mm and fixing at site on PVC frame as per specification, complete all as specified and as directed by Engineer-in-charge.
S&F of exposed powder coated GI snap grid frame work (600x600 mm) for false ceiling comprising of wall/cleat angle of size 25x25x0.35mm and cross tee of size 24x38x0.70mm with suspended hangers of 2 mm dia. G.I. (upto 1200mm length) adjusting level fixed to any type of roof by means of ceilling cleats with and including supplying & fixing/ laying/ inserting of pre-painted (white) 4mm thick designer classic E-boards (595x595 mm) to GI frame work, complete all as specified and as directed by Engineer-in-charge.
S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based semi-corrugated (trapizoidal profile) steel sheet 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 Engineer-in-charge.
S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 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 Engineer-in-charge.
M&L for preparing newly plastered surfaces of wall and applying three coats of white wash, complete all as specified and as directed by Engineer-in-charge.
M&L for preparing newly plastered surfaces of wall and applying two coats of distemper oil emulsion of any shade over a coat of chalk whitening and a coat of avg 2.00mm thick wall care putty including rubbing down the putty surfaces to obtained smooth finish, complete all as specified and as directed by Engineer-in-charge.
M&L for preparation of new or previously un-treated steel/iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge.
M&L for preparation of old painted steel/ iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge.
M&L for preparation of new or previously un-treated wooden Surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge.
S&F of fully self operated environment friendly stainless steel turbo roof ventilator of 600mm dia (Dia of bottom ring), 400mm high with 0.5mm thick vanes (min. 24 nos) and permanently lubricated & sealed bearing, complete all as specified and as directed by Engineer-in-charge. (ISI Approved make) NOTE- All cutting/ febrication as required to fix the ventilator into existing steel sheet roofing and after installation make it free from water leakage shall deemed to be included in unit quoted rate.
S&F in-repair of 20mm dia (Outer) CPVC pipes SDR 13.5 & Plain CPVC SDR 13.5 fittings fixed to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 68 here-in-above, but for 25mm dia (Outer) CPVC pipes SDR 13.5 & Plain CPVC SDR 13.5 fittings, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 68 here-in-above, but for 32mm dia (Outer) CPVC pipes SDR 13.5 & Plain CPVC SDR 13.5 fittings, complete all as specified and as directed by Engineer-in-charge.
S&F in-repair of 15 mm dia fancy type chromium plated Bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and as directed by Engineer-in-charge.
S&F in-repair of 15 mm dia fancy type, chromium plated Stop valves/ Angle valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and as directed by Engineer-in-charge.
S&F in-repair of sinks with drainage board made of stainless steel lmm thick kitchen or laboratory with plugs, washers 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 bowl size 410mm x 330mm x 160mm, complete all as specified and as directed by Engineer-in-charge.
Taking down carefully copper/alumunium point wiring for light, fan, bell, socket or power complete including fittings such as switches, ceiling roses pendents regulators, sockets, light fittings etc, removing materials from site and making good distrubed surface of wall, floors, etc. complete all as specified and as directed by Engineer-in-charge.
Taking down old unserviceable main switch DB with MCBs of any description, complete all as specified and as directed by Engineer-in-charge.
M&L for taking out old unserviceable service connection cable of any type and any description, complete all as specified and as directed by Engineer-in-charge.
Taking down old unserviceable earthing of any description, complete all as specified and as directed by Engineer-in-charge.
M&L for point wiring with 1.5 sqmm size (nominal area) PVC insulated unsheathed single core multi stranded FRLSH copper conductor cable drawn into and incl concealed (on wall only) PVC conduit (medium grade) with fittings of adequate dia and length with all accessories and fittings like bends, elbow, crosses, etc. with PVC round block and modular metal flush boxes of suitable size for mounting fittings like; switches, sockets, fan regulator, etc. incl 1.5 sqmm size PVC insulated multistranded FRLSH copper conductor cable as earth continuity conductor and connected to earth dolly for one light/ fan/ exhaust fan/ bell point controlled by one 1-way switch/ bell push, complete all as per specified and as directed by Engineer-in-Charge.
All as per Item No. 78 here-in-above, but for One 3 pin socket outlet, 5 Amps on the same board, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 78 here-in-above, but for One 3 pin socket outlet, 5 Amps, independent board, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 78 here-in-above, but for One 3 pin socket outlet, 15 Amps, independent board, with cables 4 sq. mm size, complete all as specified and as directed by Engineer-in-charge.
S&F Modular Switch, One Module, 1-Way, 10 Amps, 240 Volt, conforming to IS and connecting up, complete all as specified and as directed.
S&F Modular Switch, One Module, 1-Way, 20 Amps, 240 Volt, conforming to IS and connecting up, complete all as specified and as directed.
S&F Modular Socket, 2/3 Pin, combined, Two Module, 10 Amp, 240 Volt, conforming to IS and connecting up, complete all as specified and as directed.
S&F Modular Socket, 2/3 Pin, combined, Two Module, 20 Amp, 240 Volt, conforming to IS and connecting up, complete all as specified and as directed.
S&F of Modular stepped type electronic fan regulator, 120W, Two module, 240V, AC, complete all as specified and as directed by Engineer-in-charge.
S&F of modular cover plate (white) with frame, 3-module, complete all as specified and as directed by Engineer-in-charge.
S&F of modular cover plate (white) with frame, 4-module, complete all as specified and as directed by Engineer-in-charge.
S&F of modular cover plate (white) with frame, 6-module, complete all as specified and as directed by Engineer-in-charge.
S&F of modular cover plate (white) with frame, 8-module, complete all as specified and as directed by Engineer-in-charge.
S&F of modular cover plate (white) with frame, 16-module, complete all as specified and as directed by Engineer-in-charge.
S&F of ceiling rose surface backelite three terminals, PVC/ polycarbonate, insulated body with back plate, complete all as specified and as directed by Engineer-in-charge.
S&F of Sheet Metal Enclosure MCB DB TPN, 4 way 415 volt, with rated Bus-bar, Double door type MCB DB suitable for mounting incoming and outgoing MCBs of any type, complete all as specified and as directed by Engineer-in-charge.
S&F of Sheet Metal Enclosure MCB DB SPN, 8 way 240 volt, with rated Bus-bar, Double door type MCB DB suitable for mounting incoming and outgoing MCBs of any type, complete all as specified and as directed by Engineer-in-charge.
S&F of MCB Triple Pole & Neutral (TPN), 'C' Curve, 63 Amps, 240 Volt for fixing on MCB DB’s, 10 KA, 50 Hz, conforming to IS/IEC 60898, connecting up and testing, complete all as specified and as directed by Engineer-in-charge.
S&F of MCB Single Pole & Neutral (SPN), 'C' Curve, 63 Amps, 240 Volt for fixing on MCB DB’s, 10 KA, 50 Hz, conforming to IS/IEC 60898, connecting up and testing, complete all as specified and as directed by Engineer-in-charge.
S&F of MCB Single Pole & Neutral (SPN), 'C' Curve, 32 Amps, 240 Volt for fixing on MCB DB’s, 10 KA, 50 Hz, conforming to IS/IEC 60898, connecting up and testing, complete all as specified and as directed by Engineer-in-charge.
S&F of MCB Single Pole (SP), 'C' Curve, 6-32 Amps, 240 Volt for fixing on MCB DB’s, 10 KA, 50 Hz, conforming to IS/IEC 60898, connecting up and testing, complete all as specified and as directed by Engineer-in-charge.
S&F of ceiling fans complete with blades, down rods, fan hook and other accessories, 230 V, 1200 mm sweep, Min air delivery 210 CFM with service value 6.00 BEE Five star rated with brushless direct current motor (BLDC), including connecting up with three core flexible copper cables of suitable size, complete all as specified and as directed by Engineer-in-charge.
S&F of exhaust fan, metal body, heavy duty, AC single Phase, 230V, 50 Hz, RPM 1200, Copper winding of size 300mm sweep with, blades, frame and louvers including connecting up with three core flexible copper cables of suitable size, complete all as specified and as directed by Engineer-in-charge.
S&F of surface and wall mounted LED tube light fitting (separate Batten and rod shall be measured as single unit) 1x 20W, (4 Feet) with decorative aluminium housing batten & 6500K, 220-240 Volts, AC with and including LED tube rod connecting up with three core flexible copper conductor cable of suitable size from ceiling rose to fitting, complete all as specified and as directed by Engineer-in-charge.
S&F of slim square panel LED luminaire with frame 600 mm x 600 mm, white powder coated with CRCA housing, 35/36 watt, 220-240 V, AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with three core flexible copper conductor cables of suitable size, complete all as specified and as directed by Engineer-in-charge.
S&F of Energy saving new generation environmental friendly long life versatile presure die cast aluminium housing IP 66 building security light fitting luminaire with high power LEDs as light source and electronic driver of capacity 35/36 watts with pre wired and lens embedded PC cover having Bottom opening seperate driver compartment and Impact resistance of IK08 with and including necessary mounting arrangements of bracket made out of 1.2m long 32mm dia light grade GI pipe bend to required shape with necessary fixing clamps (MS flat iron clamp 25x4mm) nut-bolts and applying two coats of aluminium paints on the MS surfaces, complete all as specified and as directed by Engineer-in-charge.
S&F in-repair of Sub-main Wiring with 2-Runs of Single Core 6.0 Sq mm PVC insulated FRLSH multi-stranded 1100 Volts grade with Copper Conductor drawn through and including PVC conduit (medium grade) ISI marked and its Accessories including 1-Run of Single Core 6.0 Sq mm PVC insulated FRLSH unsheated multi-stranded 1100 Volts grade with Copper Conductor Cable as Earth Continuty Conductor along with the Wiring and connected from DB to DB/Main Board, complete all as specified and as directed. NOTE :- (a) Cost of PVC conduit (medium grade) with all Fittings/Accessories will deem to be included in the quoted UNIT RATE. (b) Cables as mentioned in SCHEDULE ‘A’ Items and 1-Run of PVC conduit with all Fittings/Accessories will be measured and paid as ONE UNIT. (c) Sub-main Wiring will be measured as length of PVC conduit only. Wire required for looping, etc as ordered will deem to be included in the quoted UNIT RATE.
Supply & laying of LT XLPE insulated cable, sheathed, screened, PVC bedded, Galvanised Steel Strip or Wire armoured, Electic Power Cable (heavy duty) with Aluminium Conductor, 1100 Volts grade, cross-sectional area 16 Sqmm 2 Core, laid in Pipe/ Ducts/ Trenches/ under Floor/ under Road/ fixing on pole/ above floor including Testing, complete all as specified and as directed by Engineer-in-charge. NOTE : Earthworks, Sand Cushioning, Bricks, GI Pipe, etc. will be measured and paid under appropriate Items.
Supply & Laying Sub-class 'B' Bricks, laid breadth wise along the length of cable laid in trenches over sand cushion laid for UG cable protection, complete all as specified and as directed by Engineer-in-charge.
S&F of Galvanised Iron Pipe 32mm bore (dia) ‘light grade’ for protection of UG Cable, laid under Floors or Road Crossing, fixing to Pole with and including Mild Steel Clamps, Nuts, Bolts, etc., complete all as specified and as directed by Engineer-in-charge.
M&L for earthing complete with galvanised steel earth plate electrode of size 600 mm x 600 mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of the plate not less than 1.5 mtr below ground level, connected to galvanized earth wire 4.00 mm dia by means of bolts nuts check nuts & washers of galvanized iron or steel , procteded by GI pipe 15 mm bore( light grade) and watering pipe 20 mm bore GI pipe (medium grade) and chamber and coping shall be in PCC 1:3:6 type C1 using 20mm graded stone agg. 50 mm thick cover of RCC 1:2:4 type B1 using 20 mm graded stone agg. reinforced with 8 mm dia MS tor bar @ 80 mm c/c both ways including excvation and earth work and removal of surplus soil complete all as shown in electrical plate no 3 of SSR PT 1, 1991 with charcoal dust and salt complete and earth lead connected to earthing test point (up to main switches, DBs), complete all as specified & testing on completion. NOTE:- (i) Item includes the cost of 1.5 mtr length GI pipe for protection for GI earth wire. (ii) item rates includes the cost of 7.5 mtr GI earth wire.
SYED ATAUR RAHMAN (BID ID -3374248)
M/S Rajkamal Enterprise (BID ID -3373244)
M/s SHARMA BUILDERS & ENGINEERS (BID ID -3377088)
M/S NARAYAN ENTERPRISE (BID ID -3373138)
M/S KIRAN ENTERPRISE (BID ID -3372991)
BHASKAR CONSTRUCTIONS (BID ID -3373519)
DAYAL DAS (BID ID -3373249)
M/S SHARMA ENGINEERING & COMPANY (BID ID -3372411)
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