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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.0 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹42.9 L+₹1.9 L (4.66%)Rejected-AOC | L2 | Rejected-AOC BEING L2 | |
| 3 | L3₹43.7 L+₹2.7 L (6.61%)Rejected-AOC | L3 | Rejected-AOC BEING L3 |
Tender Value
Refer Docs
EMD Value
₹65,000
Closing Date
19 Nov 2020, 6:00 pmClosed
GE 871 EWS
GE 871 EWS C/o 56 APO
PROVN OF INCINERATOR, WATER STORAGE TANK, FOL STORE, DRAINAGE LINE, SOCKAGE WELL, SEWAGE SYSTEM AND SPECIAL REPAIRS TO BLDG NO T-270 AT JOSHIMATH, AULI AND GAUCHER UNDER GE 871 EWS
2020_MES_385754_1
8550/E8
Open Tender
Civil Works
Works
180 days
JOSHIMATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 871 EWS
₹65,000
Yes
1 Dec 2020
13 Oct 2020
21 Nov 2020
13 Oct 2020
19 Nov 2020
27 Oct 2020
13 Oct 2020 - 19 Nov 2020
Amount
Taking down chowkats or frames with shutters (without taking off shutters from the frame) area not exc 1.5 sqm all as specified and directed.
Taking down chowkats or frames with shutters (without taking off shutters from the frame) area exc 1.5 sqm but n exc 4 sqm all as specified and directed.
Dismantling of wall and ceiling boards (fibre, pulp, insulation, plywood etc) or insulation boards/slabs/blankets, any thickness, including cover fillets all as specified and directed.
Dismantling of framed work of timber in scantling 40 sq.cm and over in section, in any position all as specified and directed
Dismantling of framed work of fillets, rails, posts, rafters, purlins, etc under 40 sq.cm in section all as specified and directed
Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings all as specified and directed.
Dismantling of wrought iron or mild steel work of any description not otherwise provided for all as specified and directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for all as specified and directed.
Surface excavation nexc 30 cm deep and averaging 15 cm deep and getting out in har dense soil all as specified and directed.
Rough excavation not exc 1.5 m deep and getting out in hard dense soil all as specified and directed.
Rough excavation not exc 1.5 m deep and getting out in hard rock by chiselling by means of mechanical machinary all as specified and directed.
Excavation over areas not exc.1.5m deep and getting out in hard/dense soil all as specified and directed
Excavation over areas not exc.1.5m deep and getting out in hard rock by using mechanical means or chisel all as specified and directed
Excavation over areas exc.1.5m deep but not exceeding 3.00 metre deep and getting out in hard rock by using mechanical means or chisel cutting all as specified and directed
Excavation over areas exc.3.00 m deep but not exceeding 4.50 metre deep and getting out in hard rock by using mechanical means or chisel cutting all as specified and directed
Excavation in trenches not exc 1.50m wide and not exc 1.5m in depth for foundation and getting out in soft loose soil all as specified and directed.
Excavation in trenches, not exc 1.5m wide and not exc 1.5m in depth; and getting out in hard/dense soil all as specified and directed
All as per item No1 above but in soft disintegrated rock in road cutting. Note:- (i) Cutting of road/hard standing /floor shall be measured as soft/disintegraded rock. (ii) Quoted rate shall deemed to include the cost of making good the disturbed surface to match with the existing.
Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation n exc 1.5m in depth and getting out for hard rock using mechanical means or chisel complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in soil all as specified and directed.
Removing of excavated soil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed.
Removal of surplus soil to a distance exc 50 m but not exceeding 100 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point all as specified and directed.
Removing surplus excavated material of soil to a distance exc 100 but not exc 150 metre and depositing where directed at a level not exceeding 1.50 metre above the starting point all as specified and directed.
Removing surplus excavated material of soil to a distance exc 250 but not exc 500 metre and depositing where directed at a level not exceeding 1.50 metre above the starting point all as specified and directed.
M&L for spreading, levelling in layers n. exc 25 cm thick in layers including well ramming and watering as required all as specified and directed.
M&L for hardcore of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface all as specified and directed.
M&L damp proof course 40 mm thick, in cement concrete 1:2:4, Type B0 to horizontal or vertical surfaces including necessary formwork all as specified and directed.
Supply only integral water proofing compound all as specified and directed.
Supply only liquid water proofing compound all as specified and directed
M&L plain cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete all as specified and directed.
M & L for plain cement concrete 1:3:6 type C2 (using 40m graded stone aggregate) in foundations, filling and mass concrete all as specified and directed
M&L plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) for lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating all as specified and directed.
M&L for precast cement concrete block masonry 1:3:6 type C-1(using 20mm graded crushed stone aggregate) with solid block exc 10cm in width and setting in CM 1:6 all as specified and directed.
M&L for precast cement concrete block masonry 1:3:6 type C-1(using 20mm graded crushed stone aggregate) with solid block exc 10cm in width and setting in CM 1:4 all as specified and directed.
M&L PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as benching all as specified and directed.
M&L for PCC 1:3:6 type C2 (40mm graded stone aggreagte) in surface channel and drain all as specified and directed
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete,using extra cement including forms, moulds, mitred/stopped ends etc.
M&L cement concrete type C1, 1:3:6 (using 20 mm graded crushed stone aggregate) in coping all as specified and directed.
M&L pre-cast cement concrete 1:2:4 type B1( using 20mm graded crushed stone aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 all as specified and directed
M&L for RCC 1:2:4 type B1 ( using 20 mm graded crushed stone aggregate) slab supported on wall, beams and columns in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed.
M&L for RCC M-25 grade (design mix using 20 mm graded crushed stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete all as specified and directed.
M&L for RCC, M-25 (Design mix) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified and directed
M&L for RCC M-25 grade, (design mix using 20 mm graded crushed stone aggregate) in columns , pillars, piers, posts and struts all as specified and directed.
M&L for RCC M-25 grade, (design mix using 20 mm graded crushed stone aggregate), in beams, cantilevers, bressumers, lintels over 1.5m span all as specified and directed.
M&L for RCC M-25 grade, (design mix using 20 mm graded crushed stone aggregate) for chajjas all as specified and directed.
M&L for RCC M-25 grade, (design mix using 20 mm graded crushed stone aggregate) for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed.
M&L for providing PCC 1:3:6 type C-1 (using 20 mm graded stone aggregate) as in bonders (for stone walling) set in CM 1:6 all as specified and directed.(No deduction for bond stones shall be made from RR Masonry)
M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in coping including formed work complete all as specified and directed.
M&L for walling of random rubble masonry un coursed well bonded, bedded and solidly heartedly hearted built in CM 1:6 all as specified and directed
M&L for hand packing with broken stone or boulders (any thickness) at back of walls over arches and raising (or lowering) to the required level all as specified and directed.
Extra over stone walling for hammer dressing to face stones and dressing or face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses n. exc. 40 mm and dressing of face beds and joints, as specified and as directed.
Use & waste 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 flat and rough finished surfaces of concrete all as specified and directed.
Use and waste for formwork to faces of walls, retaining wall, vertical or to batter all as specifiedand directed
Use & waste formwork to sides of pillars, posts, struts, piers, columns, and stanchions square, rectangular or polygonal and rough finished surfaces of concrete all as specified and directed.
Use & waste formwork to sides and soffits of floor or roof beam, beam hauchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams etc flat and rough finished surfaces of concrete all as specified and directed.
Use & waste formwork to chullah hoods, chajjas, troughs and similar items including edges and rough finished surfaces of concrete all as specified and directed.
Use and waste for form work to soffits of suspended slabs such as roof slabs not exc 200mm thick and similar work (Horizontal or sloping) all as specified and directed.
Use and waste form work to edges of concrete slabs exc 10 cm but not exc 20 cm thick all as specified and directed.
S&F 2nd class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, complete all as specified and directed.
S&F flush shutters 30 mm thick, solid core construction, with block board core and plywood face panels, commercial type on both sides all as specified and directed.
S&F IInd class hardwood 30mm thick Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edge 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 8.20 (a); supplied and fitted to chowkats all as specified and directed
M&L for 100mm butt hinges, medium weight, cold rolled mild steel, and fixed all as specified and directed
S&F for aluminium alloy, anodised, sliding door bolt with hasp, staple 300mm long (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed all as specified and directed.
M&L for 200mm 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 and fixed complete all as specified and directed
S&F for floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring and fixed in floor (140mm size) all as specified and directed
S&F 200mm long Aluminium, anodised, barrel tower bolts of extruded section and fixed all as specified and directed.
S&F 125mm long extruded aluminium alloy handles, fabricated type., anodised all as specified and directed.
S&F steel window with side hung shutter including projecting type hinges with steel handle , and steel peg stay , complete with glazing bars , dovetailed or welded all as specified and directed.
S&F stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples all as specified and directed.
M&L mild steel TMT bars in reinforcement 10mm dia and over cut to length bent to shape required including cranking binding spirally, 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 directed.
S&F mild steel TMT bars 8 mm dia , cut to length, bent to shape requred, including crancing bending and binding with and including mild steel (annealed) wire not less than 0.90mm dia. Complete all as specified and directed.
M&L for mild steel TMT bars 5 mm dia and over upto 10 mm dia as in stirrups spacers and binders, 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 0.9 mm dia or securing with clip all as specified and directed.
S&F chimany bars (straight or camber) bearing bars, tounges or water bars for window frames, window guard bars, plain let in and fixed independently in wooden frames L or T section support for shelves, etc. and similar articles conforming to Fe-410-O or Fe-310-O all as specified and directed.
S&F framed work as in door or gates of angle iron or other sections with gusset plates, rail braces, etc. complete drilled for fixing of steel sheeting or other covering, door, etc. to be prepared for hinging or sliding with either hinges or steel hanging door fitting and also fastening and fixing complete all as specified and directed.
M&L for pressed steel frames for doors size 125x60mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc, complete all as specified and directed
S&F factory made powder coated aluminum frame for doors, windows partition wall, shutters etc including styles and rails with standard anodized aluminum section with one or more rebates including aluminium snap beading (wall thickness of aluminum section not less than 2mm) all as specified and directed (glazing, rubber bedding and aluminum hardware shall be measured and paid separately)
M&L for rubber beading for fixing glass panes in aluminium frame work all as specified and directed
S&F mild steel rolled sections as 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. ( Fe 410-W (Gde E-250) quality A) all as specified and directed.
S&F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates ( Fe 410-W (Gde E-250) quality A) all as specified and directed.
S&F MS plates (plain or chequered) channels. square cut or notched (ordinary and counter sunk) forming holes, without any attachment using Fe 410 -W (Gde- E- 250) quality- A, all as specified and directed.
S&F for framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 all as specified and as directed.
S&F mild steel bolts, purpose made, dia of bolt exc 12 but n exc 20 mm with hexagonal or square head one end and screwed the other, or screwe both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exc 30cm long all as specified and directed.
M&L for strairs (framed) including stringers, trades, landing, balusters, hand rails etc including cleats brackets ete complete all as specified and directed.
S&F for pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.
S&F for pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.
S&F for Mild steel plain black sheet 1.6mm thick in wall cladding, steel gates and similar work cut to size holes punched including round headed screws, clout nails or rivets and fixed to steel framing with plaining 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles all as specified and directed.
M&L for everest designer false suspended false ceiling using GI exposed ceiling suspension system of grid size 600mmx600mm with main runner 38mmx24mm, cross tee 29mmx24mm & wall angle 24mmx24mm. Using 4mm thick (High pressure steam cured), pre-painted self embossed, reinforced designer cement board, conforming to IS 14862:2000, to be placed in a grid of G.I. system duly suspended with 4mm dia G.I./M.S. bar hanger fixed with steel dash fastner or iron purlins from the roof witrh adjustment clip providing position for light fixture etc all as specified and directed.
M&L for machine cut kota stone slab flooring 20-25mm thick laid over 20mm thick screed bed in CM 1:6 jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as secified and directed.
M&L 75mm thick PCC 1:3:6 type C2 (using 20mm graded crushed stone aggregate) laid in bays and finishing cement concrete surface even and smooth without using extra cement as in plinth protection all as specified and directed.
M&L for PCC 1:3:6 using 20 mm graded stone aggregate Type C-2 as in plinth protection/path 75mm thick finished surfaces even and fair without using extra cement all as specified and directed.
M&L 75mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in floors and finishing cement concrete surface even and smooth without using extra cement all as specified and directed.
Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc and brushing neat cement slurry @ 3.0 kg of cement per sq.metre of surface area all as specified and directed.
M&L for Non skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exc o.11 sqm but n.exc 0.18sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles and laid over screed bed or bedding layer of cement mortar 15mm thick in CM 1:6 all as specified and directed.
M&L for Non Skid ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles and laid over screed bed or bedding layer of mortar 15mm thick in CM 1:6 all as specified and directed.
M&L for glazed ceramic tiles in vertical surface 350x250 or 300x450x7-8 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the shade of the tiles including 10 mm thick backing coat in CM (1:6) as specified and directed.
M&L for coloured glazed ceramic tiles 300x200x7 to 8 mm thick size (square/rectangular) in walls etc set and jointed in neat cement slurry and pointed in white or coloured cement to match and including backing coat 10 mm thick in cement mortar rendering to receive tiles on vertical surfaces in CM 1:6 all as specified and directed.
M&L for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces in CM 1:6, finised surfaces even and smooth (without using extra cement) internally all as specified and directed.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finised surfaces even and smooth (without using extra cement) externally all as specified and directed.
M&L for rendering 15mm thick on fair faces of stone or concrete surfacesin CM 1:6 finished even and smooth w/o using extra cement all as specified and directed
M&L for raised pointing to randam rubble stone masonry uncoursed or brought upto courses in cement mortar 1:4 all as specified and directed.
M&L for preparation of new plastered surface of walls and applying three coats of white washing all as specified and directed.
M&L for preparation of new plastered surface and applying two coat of distemper oil emulsion OBD white or tinted in wall internally over a coat of primer all as specified and directed.
M&L for peparing new plaster surface of wall & applying two coat of distemper oil emulsion over a coat of wall putty as priming coat on internal walls complete all as specified.
M&L for preparation of new plastered surfaces of walls and applying two coat of cement base paint externally over a coat of wall care putty and primer on external wall surfaces all as specified and directed.
M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer all as specified and directed.
S&F 3 mm thick sheet glass ordinary quality and glazing with oil putty, in panels n exc 0.5 sqm in each pane all as specified and directed
S&F 3 mm thick sheet glass, fixed to aluminum frame work in panels exc 0.5 sqm in each pane all as specified and directed
M&L for preparation of new wooden surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink preimer all as specified and directed
M&L for preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed
S&F 75 mm dia PVC (SWR) pipes single socketed fixed in walls and floors or trenches etc. as in weep holes of retaining wall complete all as specified and directed.
M&L concrete bed to drain pipes 100 mm dia including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:4:8 type D-2, using 40 mm graded crushed stone aggregate all as specified and directed.
S&F 100mm dia cast iron soil, waste and vent sand cast pipes in any length with or without ears, with cement joints, laid in trenches or in floors all as specifed and directed.
Supply and laying in trenches/wall/ floor GI water tubing of 80 mm sizes medium grade IS-1239 including all types of fittings and fixtures all as specified and dierected. Make:Jindal/Tata/Prakash Surya.
Supply and fix gun-metal, globe or gate valves for bore dia of pipe in 80 mm, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed. Make: Zoloto/Leader/L&T/Kirloskar
M&L 6 mm thick MS plate for bottom and sides for valve pit chamber of size 1.00 x 1.00 x 2.00 metrer with opening and closing door at top including necessary excavation and earth work in any type of soil/strata including fixing MS sheet cover 6 mm thick over angle iron frame of size (1.00 x 1.00 x1.00) metre with locking arrangement and applying two coats of black bituminous paint over one coat of red oxide primer all the steel surfaces all as specified and directed.
Taking down carefully copper/aluminium point wiring (light fan socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendents, regulators, sockets, light fitting etc. removing materials from site and keeping in safe custudy for taking as sch of credit(credit for above items should be made as per conditions separately) and depositing items not mentioned in sch of creit to MES store yard and making good the disturbed surface of walls, floors roof etc all as specified and directed
Dismantling and taking down old unserviceable existing service/submain wiring of any size and of any type all as specified and directed
Dismantling and taking down old unserviceable existing XLPE cable of any size all as specified and directed
Dismantling and taking down old unserviceable distribution boards all as specified and directed.
M&L for sand cushioning for protection of PVC cable with approved sand of uniform thickness, laid dry, by filling in trenches and punning to proper required cover all as directed. Note:- for the purpose of payment only punned thickness will be measured.
Supply and laying of old size sub-class ’B’ bricks laid flat length equal to width of bricks, perpendicular to UG cable over the dry sand cushioning, for cable protection as directed by Engineer-in-Charge.
M&L 32 mm dia GI tubing (light grade) galvanised iron with fittings and fixtures, laid in trenches/wall/pole for protection of underground cable when crossing the road. (MAKE: JINDAL/ PRAKASH/SURYA)
M&L 40 mm dia GI tubing (light grade) galvanised iron with fittings and fixtures, laid in trenches/wall/pole for protection of underground cable when crossing the road. (MAKE: JINDAL/ PRAKASH/SURYA)
Supply and lay in trenches , fixed to wall/pole UG Cable XLPE insulated screened PVC beded galvanised steel strip or wire armed heavy duty electric cable with multi stranded aluminium conductor , 1100V grade of size 16 sqmm 4 core all as specified and directed. Make : Havells/Polycab/Finolex/Universal
Supply and fix/laying & testing & commissioning of cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminum conductor of size 35 sqmm 3.5 core all as specified & directed. Make : Havells/Polycab/Finolex/Universal
M&L for point wiring in PVC casing & caping /PVC conduit or conceled in some places as per required at site of size confirming to IS 2079-1973 medium grade on surface with PVC insulated unsheathed multistranded copper conductor cable (FRLS) 1.5 sqmm nominal cross sectional area 1100 volts grade complete with all fittings such as elbow, bends, junction boxes, saddles including PVC board (ISI Mark) and screws and rawal plug etc including 1.5 sqmm PVC insulated & unsheathed copper conductor cable as earth wire and connected to light/fan & common earth dolly with necessary copper thimbels all as specified and directed for One light/fan/bell point controlled by one ,one way switch with cable 1.5 sqmm size.
All as per item No 119 above but one socket outlet 3 pin 5/6 Amps on independent board controlled by one, one way switch.
All as per item No 119 above but one socket outlet 5 pin 5/6 Amps on same board with other one, one way switch.
M&L sub main wiring in PVC casing and caping of reqd size 2x4.0 sqmm PVC insulated multistrand copper conductor with 01x2.5 sqmm PVC insulated multistrand copper conductor as earth continuity wire all as specified and directed.
All as per item No 122 above but for socket out let, 15/16 amps on independent board with 4 sqmm size cable and 2.5 sqmm for earth continuty wire connected to common earth dully all as specified and directed.
M&L switch socket combination 5A/16A, 5 in 1 flush type all as specified and directed. Make -Havells /Anchor / Legrand / HPL.
S&F switch piano flush type 5/6 Amps single pole one way all as specified & directed. Make -Havells /Anchor / Legrand / HPL.
M&L switch socket combination 2 in 1, 5 amps flush type all as specified and directed. Make -Havells /Anchor / Legrand / HPL.
M&L ceiling rose 2/3 terminals 65x25 mm dia polycarbonate isolated all as specified and directed. Make -Havells /Anchor / Legrand / HPL.
S&F lamp holder, PVC/Polycarbonate type with back plate suitable for batten fittings. Make -Havells /Anchor / Legrand / HPL.
S&F 9 watt LED bulb. cool day light, 230/240V AC supply all as specified and as directed Make -Surya/philips, CG,Havells, syska.
S&F surface and wall mounted LED tube light fitting with polycarbonate housing & integrated electronic driver with tube rod of 18 watt. slim elegant design.HSN Code 9405 case lot No 25 including connection with 3 core 23/0.0076 insulated copper wire from celing rose to fittting connector all as specified and directed. Make, Havells, CG, Philips, Bajaj, Syska.
S&F in replacement building security light fitting with 25 watt LED type pressure die cast aluminium housing and heat resistant toughened glass with frame protection and better optics for uniform distribution etc complete fixed bracket made out by GI pipe (light grade) of size 32 mm and MS clamp and nut bolts washers and connected with twin core cable 1.5 sqmm from ceiling rose to fittings connector all as specified and directed (Item HSN code 9405, Item Name : Road Lighting Fixture Model :ENDURAPEARLSL 25 W LED 757SASYTOPCMPC IP 66 Make : Havells), Philips, Bajaj
S&F in replacement of MCB DB SPN, 8 way 240 volt , double door type suitable for mounting incoming and outgoing MCBs double pole/ single pole with blanking plate all as specified and directed.
Supply and fixing MCB single pole with thermal over load as well as magnetic short circuit tripping device with quick, break trip free mechanism, robust design and terminals having heat resistance moulding suitable for single phase circuit of 6 to 40 amps.
Supply and fixing MCB single pole with neutral with thermal over load as well as magnetic short circuit tripping device with quick , break trip free mechanism , robust design and terminals having heat resistance moulding suitable for single phase circuit of 63 Amp
Supply and fixing sheet metal enclosure with socket plug top with MCB 20 amps single pole and neutral enclosure with a two pin and earth plug and socket all as specified and directed. Make- Havells, Philips, Bajaj, Anchor
Dismantelling and taking down serviceable exhaust fan from existing position and same refixing with proper cleaning and painting after wiring all as specified and directed.
M&L earthing complete with galvanished steel earth plate electrode size 600X600X6mm thick burried directly in ground vertically to a depth not less than 2.25m deep below normal ground level with top edge of earth plate not less than 1.5m deep below normal ground level connected to and incluing GI earth lead wire 4mm dia by means of bolts ,nuts, check nuts & washers of galvanised iron and connected to test point all as shown in electrical plate No 3 of SSR part I-2009 and as specified or indicated and testing on completion including excavation and earth work in any type of strata available at site, PCC (1:3:6) type C-1 earthing chamber, pre cast RCC slab 50 mm thick in cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate and reinforced with welded steel wire fabric (XPM) weight not less than 4 kg/sqm funnel with GI watering pipe of 20 mm bore medium grade, wire mesh and lugs ,GI protection pipe of 15 mm bore light grade up to 7.5 metre long ,etc complete all as specified and directed. NOTE :- GI earth wire and protection pipe beyond 7.5 metre will be measured and paid separately
M & L in replacement for earthing complete with galvanized steel earth plate electrode 600 mm x 600 mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 meter deep below ground level) with top edge of plate not less than 1.5 meter below normal ground level, connected to galvanized steel earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel, all as shown in Electrical Plate No 3 of SSR Part - I, including necessary excavation and earth work, P.C.C (1:3:6) type C-I with 50 mm thick Pre-cast R.C.C. (1:2:4) type B-I cover slab (reinforced with 8 mm dia deformed bar @ 15 cm C/C both ways and suitable handle of 10 mm dia round bar), including providing charcoal or coke and common salt in alternate layers of 15 cm compacted thickness all around the earth electrode, with funnel and 20 mm bore galvanized iron watering pipe (light grade), wire mesh, aluminium lugs, complete in all respect, GI earth wire protected by 15 mm bore (medium grade) galvanized iron pipe and other end connected with main switch board or Earthing test point as directed, including necessary earth work and disposal of spoil to a distance not exceeding 50 metre and necessary testing on completion complete all as specified and as directed by the Engineer-in-Charge. NOTE :- GI earth wire and protection pipe beyond 7.5 mtr will be measured and paid separately.
M/S Bhujwan Construction vill Ravigram M/S Bhujwan Construction vill Ravigram M/S Bhujwan Construction vill Ravigram
M/S BHAWANI CONSTRUCTION
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