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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.5 LAccepted-AOC STATION ROAD POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | ₹18.5 L | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER |
| 2 | L-2₹21.3 LRejected-Finance C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | ₹21.3 L | L-2 | Rejected-Finance BEING L2 BIDDER |
| 3 | L-3₹22.2 LRejected-Finance | ₹22.2 L | L-3 | Rejected-Finance BEING L3 BIDDER |
| 4 | L-4₹22.3 LRejected-Finance RANGIYA DIST KAMRUP ASSAM 781365 | BAKSA | ASSAM | 781365 | ₹22.3 L | L-4 | Rejected-Finance BEING L4 BIDDER |
| 5 | L-5₹23.4 LRejected-Finance RANGIYA STATION ROAD WARD NO 2 PO RANGIYA DIST KAMRUP ASSAM PIN 781365 | BAKSA | ASSAM | 781365 | ₹23.4 L | L-5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | M/S S.S. Construction L2 | M/S KIRAN ENTERPRISE L1 | R K Enterprises L3 | M/S NARAYAN ENTERPRISE L4 | M/s SHARMA BUILDERS & ENGINEERS L5 | M/s Narzary Enterprise L6 | M/s Kajal Das L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 427 | SQM | 30 ₹12,810 | 30 ₹12,810 | 44 ₹18,788 | 25 ₹10,675 | 40 ₹17,080 | 50 ₹21,350 | 50 ₹21,350 |
| 2.00 | 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. | 25.3 | CUM | 200 ₹5,060 | 160 ₹4,048 | 199 ₹5,034.70 | 190 ₹4,807 | 200 ₹5,060 | 345 ₹8,728.50 | 350 ₹8,855 |
| 3.00 | 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. | 11.05 | CUM | 60 ₹663 | 60 ₹663 | 33 ₹364.65 | 160 ₹1,768 | 120 ₹1,326 | 130 ₹1,436.50 | 200 ₹2,210 |
| 4.00 | 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. | 14.65 | CUM | 70 ₹1,025.50 | 65 ₹952.25 | 33 ₹483.45 | 155 ₹2,270.75 | 100 ₹1,465 | 285 ₹4,175.25 | 200 ₹2,930 |
| 5.00 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. | 76 | CUM | 1,100 ₹83,600 | 800 ₹60,800 | 777 ₹59,052 | 630 ₹47,880 | 1,000 ₹76,000 | 1,800 ₹1.4 L | 400 ₹30,400 |
| 6.00 | 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. | 69 | CUM | 2,100 ₹1.4 L | 1,800 ₹1.2 L | 1,888 ₹1.3 L | 1,850 ₹1.3 L | 2,100 ₹1.4 L | 2,000 ₹1.4 L | 1,800 ₹1.2 L |
| 7.00 | 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. | 10.2 | CUM | 3,800 ₹38,760 | 3,000 ₹30,600 | 4,888 ₹49,857.60 | 3,400 ₹34,680 | 4,800 ₹48,960 | 5,000 ₹51,000 | 6,800 ₹69,360 |
| 8.00 | 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. | 3 | CUM | 6,200 ₹18,600 | 5,500 ₹16,500 | 5,888 ₹17,664 | 7,400 ₹22,200 | 9,000 ₹27,000 | 8,500 ₹25,500 | 8,500 ₹25,500 |
| 9.00 | 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. | 2.4 | CUM | 6,200 ₹14,880 | 5,500 ₹13,200 | 5,888 ₹14,131.20 | 7,400 ₹17,760 | 9,000 ₹21,600 | 7,800 ₹18,720 | 8,500 ₹20,400 |
| 10.00 | 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. | 1.97 | CUM | 6,200 ₹12,214 | 5,500 ₹10,835 | 5,888 ₹11,599.36 | 7,400 ₹14,578 | 9,000 ₹17,730 | 7,800 ₹15,366 | 8,500 ₹16,745 |
Updated dates
Tender Value
₹26.3 L
EMD Value
₹52,700
Closing Date
8 Apr 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
PROVN OF CERTAIN MINOR AND REV WORKS AT VARIOUS UNITS IN TAMULPUR MIL STN UNDER GE RANGIA
2026_MES_755821_1
8991/RNG/E8
Open Tender
Civil Works
180 days
TAMULPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Rangia
₹52,700
Yes
22 May 2026
10 Mar 2026
10 Apr 2026
10 Mar 2026
8 Apr 2026
26 Mar 2026
10 Mar 2026 - 18 Mar 2026
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, complete all as per specified and as directed by Engineer-in-charge.
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 Reinforced Cement Concrete, M-20 (Nominal Mix), 1:1½:3, type A-1 (20mm graded stone aggregate) 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 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.
M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), 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.
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.
M&L for second 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 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 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; 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 100 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge.
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 providing 40mm thick damp proof course to horizontal or vertical surfaces including necessary formwork in cement concrete (1:2:4), type B-0 (12.5mm gradded stone aggregates), complete all as per specified and as directed by Engineer-in-charge.
M&L for Providing precast cement concrete louvres and jallies, 35mm thick (measured solid), including all mouldings but excluding frame of Type B-0, 1:2:4 (12.5mm graded aggregate) set in cement morter 1:4, 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 75 mm thick Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in floor/ path/ hardstanding, 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 50 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 0.11 sqm but not exceeding 0.18 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 20-22mm 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 20-22mm 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 providing 38mm wide glass dividing strips, 3mm thick, inserted in position, conform to design, complete all as 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.
M&L for 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 and 35mm wide 5mm thick PVC fillets, inclusive of solvent cement 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 corrugated/ semi-corrugated 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 cement base paint of any shade over a coat of alkali-resistant priming paint, 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 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.
M&L for constuction of masonary (Brick work with sub class 'B' bricks in full brick wall in CM 1:6) two stagging walls with double stable of standard size of height upto 3.0m above GL as per drawing no RNG/ TD/ 37 sheet 1/1 for PVC Tank as per specification of SSR Part-I(2009), complete all as specified and as directed by Engineer-in-charge.
S&F of Rotational Moulded Polyethylene Water Storage Tank 1000 Litre capacity (Cylindrical Vertical with Closed Top), 3 layered, hoisted and fixed in position, all as specified in MES Schedule Part-I with and including providing 20 mm dia float valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 210gm), complete all as specified and as directed by Engineer-in-charge.
S&F of 20 mm bore (dia), gun metal gate valves with iron wheel head, screwed both ends for iron pipe, ISI Marked, as per IS: 778, complete all as specified and as directed by Engineer-in-charge.
S&F of 15mm dia galvanised steel tubes, 'medium grade', with all fitting; fixed to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge.
S&F of 20mm dia galvanised steel tubes, 'medium grade', with all fitting; fixed to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge.
S&F of Vitreous China wash basin, white, with brackets, flat back, size 550x400mm including cutting for and pinning in ends of brackets or erecting stand, fixing of 15mm dia 450mm long PVC connection pipe and 32mm dia 900mm long PVC Flexible waste pipe with and including 32mm dia Waste fittings, brass, chromium plated for glazed ware sinks, basins, etc. complete all as specified and as directed by Engineer-in-charge.
S&F 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 of 15 mm dia fancy type chromium plated Pillar taps, cast copper alloy, with capstan heads, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe, complete all as specified and as directed by Engineer-in-charge.
S&F 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 of Brass chromium plated Tubular towel rail, 20mm dia, D type, 60cm long between flanges, complete all as specified and as directed by Engineer-in-charge.
S&F of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, complete all as specified and as directed by Engineer-in-charge.
S&F of 110mm dia PVC (SWR) bends any radius, 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 PVC casing capping sleeves and caps of adequate width and length with all accessories and fittings like bends, elbow, crosses, etc. with PVC round block and PVC terminal boxes with 3.00mm thick laminated sheet cover 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. 73 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.
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. 75 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. 75 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. 75 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 of Switch piano, flush type single pole, One way 5/6 Amp, 220-240V, AC, complete all as specified and as directed by Engineer-in-charge.
S&F of Socket outlet 3 pin, 5/6A, flush type, 220-240V, AC, 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, 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 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 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 Sheet Metal Enclosure MCB DB SPN, 4 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 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 (Box Type) 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 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 of 1100 volts grade heavy duty cable PVC insulated aluminium stranded conductor of, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular of 6 Sqmm section, 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.
M&L for laying 50mm dia (Outer) 3- layer PP-R (Polypropylene random copolymer) pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply with all PP-R plain & brass threaded fittings laid in trenches/ fixed to walls or ceilings, complete all as specified and as directed by Engineer-in-charge.
All as per Item no 100 here-in-above but for 32mm dia (Outer) 3- layer PP-R pipe, complete all as specified and as directed by Engineer-in-charge.
S&F in-repair of 32mm dia (Outer) PP-R Gate valves (brass insert), complete all as specified and as directed by Engineer-in-charge.
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