Military Engineer Services Tender
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Costs
EMD
₹ 76,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MES_595036_1Bid Award Id
ViewTender No
GE(N)/AMB-20/2023-24Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M & L PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
11.26
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M & L sand filling under floor or in foundation including watering and consolidation complete all as specified and as directed by the Engineer-in-Charge.
24
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M&L brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
94
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M&L brick work with sub class 'B' old size bricks straight or curved on plan any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
195
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M & L damp proof course to horizontal or vertical surfaces including necessary formwork, 40mm thick, in cement concrete 1:2:4 type B-0 complete all as specified and as directed by the Engineer-in-Charge.
24
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M&L 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 rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
130
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Formwork to sides of pillars, posts,struts, piers, columns and stanchions flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
95
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Formwork to chajjas, shelves and the like including edges for rough finished surfaces of concrete flats complete all as specified and as directed by the Engineer-in-Charge
5
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M & L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
50
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Formwork to soffits of suspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 CM thick (horizontal or sloping) flat for rough finished surfaces of concrete , complete all as specified and as directed by the Engineer-in-Charge.
243.6
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M & L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide, for roughed finished surface of concrete complete all as specified and as directed by the Engineer-in-Charge
160.2
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M&L reinforced cement concrete M-25 (design Mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge.
20
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M & L reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as 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 the Engineer-in-Charge.
13
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M&L reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in pillars, posts,struts, piers, columns and stanchions complete all as specified and as directed by the Engineer-in-Charge.
9
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M & L RCC M-25 (design mix) using 20mm graded crushed stone aggregates as in chajjas and the like complete all as specified and as directed by the Engineer-in-Charge.
0.3
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M & L RCC M-25 (design mix) using 20mm graded crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge.
26.72
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M&L TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
2000
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M&L TMT steel bars 8mm dia cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
1710.8
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M&L TMT steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
2600
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M&L broken stone hardcore of gauge not exc. 63mm, deposited , spread and levelled in layers not exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge.
34
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M & L providing 75 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (not exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge.
70
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Material and labour rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
180
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M&L rough cast plaster 15 mm thick in cement motar 1 :4 complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge.
150
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M & L rendering 10 mm thick on brick work or concrete wall surfaces in cement mortar 1:6 and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
340
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M&L rendering 05 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
160
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M & L preparation of new plastered/ unplastered surfaces of wall and applying applying two coats of cement based paint over a coat of alkali registant primer complete all as specified and as directed by the Engineer-in-Charge.
330
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M&L preparation of new plastered/ unplastered surfaces of brick/concrete wall and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
340
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M&L preparation of new plastered/ unplastered surfaces of brick/concrete ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
160
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S&F box type using ERW hollow 'P' section of size 60 x 25mm made from 1.25mm thick MS sheet ventilators fixed type with glazing bar including MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
5
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M&L rolled mild steel framed work as in chowkats of door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe-410-W (Grade E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.
170
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Supply and fixing factory made 2nd class hard wood 35 mm thick plain framed panelled shutter( two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on boths face . The size of rail and style as per IS:1003 (Part-1) kiln seasoned and chemically pressure treated complete all as specified and as directed by the Engineer-in-Charge.
13
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Supply and fixing factory made 35 mm thick 2nd class hard wood glazed and skeleton shutters,open rebated and prepared to receive glass , gauze etc. (without sash bars) ,edges of framing plain chamfered or rounded , fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge.
13
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S & F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube fixed in opening complete all as specified and as directed by the Engineer-in-Charge.
220
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S & F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M. S. tubes for top & bottom rails. M. S. frame shall be covered with heat moulded plain colour PVC `C` channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M. S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing complete all as specified and as directed by the Engineer-in-Charge.
66
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M & L sheet glass 4.00mm thick ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge.
5
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Supply and fixing galvanised mild steel wire cloths 0.56 mm nominal dia of wire and average width of aperature 1.18 mm and fixed with tinned tack or galvanised wire staple complete all as specified and as directed by the Engineer-in-Charge.
5
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S&F 150 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.
104
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S & F stainless steel butt hinges 100mm long medium weight complete all as specified and as directed by the Engineer-in-Charge.
156
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S&F 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge.
104
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Supply and fixing 250mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge.
7
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M&L preparation of new wooden surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge.
40
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M&L preparation of new steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge.
10
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M & L 25 mm thick PCC 1:2:4, type B0 as in sub base floor (using 12.50mm graded crushed stone aggregate), finished even & fair without using extra cement complete all as specified and as directed by the Engr-in-charge.
140
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M&L Non Skid coloured ceramic tiles joint free premium/1st quality 7 to 8 mm thick, (Square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and inculding 15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
140
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Material and labour glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/ skirtings/dados of size 450x300x7mm thick or nearest size as required , set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
170
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Supply and fixing water storage tank, 1000 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm bore, high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore complete all as specified and as directed by the Engineer-in-Charge.
3
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Supply and fixing water storage tank, 500 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm bore, high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore complete all as specified and as directed by the Engineer-in-Charge.
4
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M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge.
210
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M & L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge.
150
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S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest complete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe complete all as specified and as directed by the Engineer-in-Charge.
25
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S & F vitreous china wash hand basin white, flat back of size 550mmx400mm fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing of waste fitting etc complete all as specified and as directed by the Engineer-in-Charge.
7
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S&F 32 mm dia PVC waste pipe of standard length for wash hand basin / Kitchen sink etc as in repair complete all as specified and as directed by the Engineer-in-Charge.
14
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S & F fancy type pillar tap of 15mm bore, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed by the Engineer-in-Charge.
7
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S & F 10 ltr PVC valveless syphonic action type flushing cistern with brackets, flush pipe etc complete including inlet ball valve float and handle including brackets, of approved make including all connections & flush pipes for WC complete all as specified and as directed by the Engineer-in-Charge.
25
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S & F 600mmx450mm bevelled edge mirror 5mm thick of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and as directed by the Engineer-in-Charge.
7
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S & F 15mm bore cast copper alloy chromium plated angular stop valves with capstan head , screwed down, high pressure, scrwed both ends for iron pipe or for unions complete all as specified and as directed by the Engineer-in-Charge.
20
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S & F PVC connections 15 mm size with PTMT nuts of length 450 mm complete all as specified and as directed by the Engineer-in-Charge.
39
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Supply and fixing Shelf of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 300gms), complete all as specified and as directed by the Engineer-in-Charge.
20
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S & F 20mm bore cast copper alloy chromium plated stop valves with capstan head , screwed down, high pressure, scrwed both ends for iron pipe or for unions complete all as specified and as directed by the Engineer-in-Charge.
40
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S&F bib taps 15mm bore fancy type brass chromium plated with long body, wall flanges and capstan head, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed by the Engineer-in-Charge.
45
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S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor complete all as specified and as directed by the Engineer-in-Charge.
90
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S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall complete all as specified and as directed by the Engineer-in-Charge.
64
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S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor complete all as specified and as directed by the Engineer-in-Charge.
65
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Supply and fixing 110 mm bore PVC (SWR), vent cowls including jointing with solvent cement, complete all as specified and as directed by the Engineer-in-Charge.
32
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M & L 110mm bore PVC (SWR) P/S trap, having pressure rating 6 Kg per sqcm including jointing with solvent cement complete all as specified and as directed by the Engineer-in-Charge.
25
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M & L 75mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed by the Engineer-in-Charge.
39
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M & L 125/110mm bore PVC (SWR) Gully trap, plain with grating including jointing with solvent cement complete all as specified and as directed by the Engineer-in-Charge.
8
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S&F 110mm bore PVC (SWR) juction single (Single T) equal are unequal with acces door complete all as specified and as directed by the Engineer-in-Charge.
20
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S & F 110mm bore PVC (SWR) bends of any radius complete all as specified and as directed by the Engineer-in-Charge.
8
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S & F 15mm bore cast copper alloy fancy type chromium plated stop valves with long shank and cup (concealed type), screwed down, high pressure with capstan head, scrwed both ends for iron pipe or for unions complete all as specified and as directed by the Engineer-in-Charge.
20
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S&F brass chromium plated shower rose 125mm size swivel type with arm of standard size as per site complete all as specified and as direced by the Engineer-in-charge.
20
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S & F brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and as directed by the Engineer-in-Charge.
20
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S & F stainless steel fancy type peg set of 05 (05 Nos of hook in each) including fixing with steel screw and PVC rawel plug complete all as specified and as directed by the Engineer-in-Charge.
20
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Supply and fixing vitreous china urinal, half stall type white (excluding flushing cistern, flush pipe) but including brass chromium plated spreader, PVC waste pipe , providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement, grating and union for discharge pipe. (exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and as directed by the Engineer-in-Charge.
7
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M & L preparation of roof surfaces by sweeping clean, washing down with water to remove dust etc and applying neat cement slurry @ 3:00 Kg/Sqm and 15 mm thick rendering in CM 1:4 on roof surfaces, finished even and fair complete all as specified and as directed by the Engineer-in-Charge.
250
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Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature and viscosity 70-160 cps over the primer coat with overlap of 100mm at the side and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture's instructions . The vital physical and chemical parameters of the membrane shall be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrate at 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane only complete all as specified and as directed by the Engineer-in-Charge.
250
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M & L applying a coat of solar reflective aluminium paint @ 0.11 kg per sqm on APP membrane surfaces complete all as specified and as directed by the Engineer-in-Charge.
250
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M & L 75 mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
140
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Material and labour rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
18.81
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M & L loose filling with brick bats aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and as directed by the Engineer-in-Charge.
10.6
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M & L brick work with sub class ‘B’ bricks old size in one brick thick honey comb walling, built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
8
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M & L providing cement concrete 1:2:4 Type B1 using 20mm graded crushed stone aggregate as in 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
0.61
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M & L providing PCC precast 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, precast cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weathering, throating etc and setting CM 1:4 complete with joints to match, complete all as specified and as directed by the Engineer-in-Charge.
0.29
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M&L 150 mm dia (internal dia) RCC hume pipe class NP-2 laid and jointed complete with collars complete laid in trenches as spd and directed.
95
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M & L concrete bed to drain pipes of 150mm bore, including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate complete all as specified and as directed by the Engineer-in-Charge.
90
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Cutting into existing manholes for connecting new drains, and making good to pipe and rendering, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 (using 20mm size crushed stone aggregate) smooth finished and reforming benching as required of pipe 150 mm dia, complete all as specified and as directed by the Engineer-in-Charge.
4
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Material and labour extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed by the Engineer-in-Charge.
90
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Schedule 'A' Part-II (E/M itmes)
Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall /ceiling and incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor green colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly (boxes shall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer both internally and externally) including provision of new covered plate over sunken box for housing the modular switches , modular socket outlets,modular fan regulators etc. for one light/fan/exhaust fan point controlled by one way switch, complete all as specified and as directed by Engineer-in-Charge.
Note :- a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid for separately .
60
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Description same all as per item No. 91 here-in-before but for One 3 pin, 5 Amps, socket outlet controlled by one switch on independent board, complete all as specified and as directed by Engineer-in-Charge.
8
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Description same all as per item No. 91 but for One 3 pin 5 Amps socket outlet controlled by one switch on same board, complete all as specified and as directed by Engineer-in-Charge.
8
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Description same all as per srl item No 91 here-in-before but for one socket outlet 15 Amp with 2.50 sq mm PVC insulated, unsheathed cable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 2.50 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copper wire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge.
7
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Supply and fix modular switch 1 module, single pole, one way 16 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
7
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Supply & fix modular socket outlet 3/3 pin combined, (6pin), 6/16 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.
7
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Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
76
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Supply & fix modular socket outlet 2/3 pin combined, 6 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.
16
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Supply and fix ceiling rose surface type 2/3 terminal polycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge.
72
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S&F LED Bldg Security Light Fittings of capacity 25 watt made up of die cast aluminium housing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including electronic driver, service bracket of MS pipe 25 mm bore medium grade of length 0.90 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to MS pipe as required at site and two coats of synthetic enamel paint over one coat of red oxide primer on mild steel work and making electrical connection, complete all as specified and as directed by the Engineer-in-Charge.
7
-
-
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Supply and fixing indoor decorative surface mounting LED tube light fitting batten type 18/20 watt with electronic driver, opal diffuser, high efficient aluminium housing body suitable for LED tube, AC 220-240 volts, 50 Hz and including 18/20 Watt LED tube rod luminaries environment friendly, high efficient, T8 with aluminium extrusion heat sink connecting with copper conductor flexible cable from ceiling rose to connector of the light complete all as specified and as directed by Engineer-in-Charge.
40
-
-
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Supply and fix sheet metal MCB DB SPN 8 way with 200 Amps rated bus bar single pole and neutral with double door IP-54 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces complete all as specified and as directed by the Engr-in-charge.
3
-
-
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Supply and fix sheet metal MCB DB SPN 4 way with 200 Amps rated bus bar single pole and neutral with double door IP-54 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces complete all as specified and as directed by the Engr-in-charge.
1
-
-
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Supply and fix MCB SPN, 32 Amps, 240 volt,10 KA , 'C' curve complete all as specified and as directed by the Engineer-in-Charge.
4
-
-
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Supply and fix MCB SP, 6-40 Amps, 240 volt,10 KA , 'C' curve complete all as specified and as directed by the Engineer-in-Charge.
17
-
-
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Supply and fixing of heavy duty exhaust fan 300mm sweep with corrosion resistant metallic body, minimum noise, operation and maintenance free design, totally enclosed, highly efficient, heavy duty motor with pressure die cast aluminium rotor mounted on two ball bearings, aerodynamically contoured blades, metallic base frame with rubber mountings for silent operation, maximum watt input not more than 55 watt, 1400 RPM, metal blades and shutter type louvers self-openable/ closeble for protecting the entrance of birds as per IS :2132-1967 and testing complete all as specified and as directed by Engineer-in-Charge.
13
-
-
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Supply and laying XLPE insulated, armoured heavy duty electric cable 10 sqmm cross sectional area, 2 core with aluminium conductor, 1100 volts grade complete all as specified and as directed by Engineer-in-Charge.
190
-
-
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Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for laying of cables, GI pipes and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-Charge.
62
-
-
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer-in-Charge.
38
-
-
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Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.
24
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M&L dry sand cushoning to cable i.e 8 cm before laying cable in trenches and 15 cm after laying the cable and compacting complete all as specified and as directed by Engineer-in-Charge. Note: punned thickness shall be measured for payment.
18
-
-
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Supply and laying well burnt brick class-B laid flat to cover the cable with width equal to the length of cable and abutting each other for protection of cable complete all as specified and as directed by Engineer-in-Charge.
1000
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S&F light grade GI Tubing of size 32mm dia for cable protection and fixed with clamp to pole and wall with nut, bolts, washers or in trenches complete all as specified and as directed by Engineer-in-Charge
10
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-
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M & L PCC 1:3:6 Type C-2 using 40mm graded crushed stone aggregate as in filing of road cutting / hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
0.3
-
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M & L galvanised iron tubing 40 mm bore medium grade with all fittings and laid in trenches complete all as specified and as directed by the Engineer-in-Charge.
122
-
-
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M & L galvanised iron tubing 20 mm bore medium grade with all fittings and laid in trenches complete all as specified and as directed by the Engineer-in-Charge.
20
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-
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S & F 40 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed by the Engineer-in-Charge.
2
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-
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S & F 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed by the Engineer-in-Charge.
4
-
-
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M & L for cutting/tapping existing pipe GI/CI 100/80 mm bore in postion for insertion of new Tee any bore of pipe complete all as specified and as directed by the Engineer-in-Charge.
2
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-
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Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for laying of cables, GI pipes and getting out in hard/dense soil complete all as specified and as directed by Engineer-in-Charge.
0.3
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Material & labour for earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earth wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron.Earth wire protected by GI pipe 15mm bore(medium grade) and connected to earthing test point as directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/c both ways with one handle for lifting made out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing complete all as directed by Engineer-in-Charge and earth testing on completion .
4
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