Military Engineer Services Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_689730_1Tender No
8859/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Taking down Shutters of any description exc 1 sq. m and not exc 2 sq. m each, complete all as specified and as directed by Engineer-in-charge.
20
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Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge.
40
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Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in-charge.
5
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Hacking out old broken glass (any thickness, size, quality or description) from wooden/steel frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as specified and as directed by Engineer-in-charge.
20
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Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge.
80
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Dismantling Asbestos cement (corrugated, semi-corrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge.
874
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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.
0.4
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S&F of Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube; complete all as specified and as directed by Engineer-in-charge.
45
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S&F of Factory Made Solid PVC Moulded Door Shutter With Particle Board Core, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face; complete all as specified and as directed by Engineer-in-charge.
15
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S&F of 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; complete all as specified and as directed by Engineer-in-charge.
10
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S&F of 35mm thick factory made second class hard wood Plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers; complete all as specified and as directed by Engineer-in-charge.
20
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S&F of 35mm thick factory made second class hard wood Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides; complete all as specified and as directed by Engineer-in-charge.
20
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S&F of 35mm thick factory made second class hard wood Glazed and skeleton shutters, divided into squares and prepared to receive glass, gauze, etc. with rebated sash bars, edges of framing plain, chamfered or rounded, mitred 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.
20
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S&F of 30mm thick factory made second class hard wood Glazed and skeleton shutters, divided into squares and prepared to receive glass, gauze, etc. (without sash bars) with plain, chamfered or rounded, mitred and rebated sash bars, any numbers; complete all as specified and as directed by Engineer-in-charge.
20
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S&F of powder coated (minimum thickness of powder coating 50 micron) anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc., complete all as specified and as directed by Engineer-in-charge.
10
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S&F in-repair of powder coated (minimum thickness of powder coating 50 micron) Anodised aluminium door shutters, aluminium section weighing 0.55 kg/ m, glazing with 5.5mm thick tinted/ black reflective glass exc. 0.5 Sqm in each pane including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, powder coated anodised aluminum snap beading screws etc., complete all as specified and as directed by Engineer-in-charge. (Note- Cost of powder coated Aluminium section, beads, gasket, glazing and all builder hardware shall deemed to be included in Unit Quoted Rate.)
4
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S&F in-repair of powder coated (minimum thickness of powder coating 50 micron) Anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m, glazing with 3mm thick plain sheet glass n. exc. 0.5 Sqm in each pane including necessary joining cleats, glazing clips, rubber packing, powder coated anodised aluminium snap beading, screws, powder coated anodised aluminium fittings such as peg stays 150mm long (1 no.) hinges type B-21 100mm long (2 no.) suitable handle (1 no.), complete all as specified and as directed by Engineer-in-charge. (Note- Cost of powder coated Aluminium section, beads, gasket, glazing and all builder hardware shall deemed to be included in Unit Quoted Rate.)
4
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S&F of 100 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge.
150
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S&F of 75 mm long Butt hinges, medium weight, stainless steel, complete all as specified and as directed by Engineer-in-charge.
30
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S&F of 150 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.
120
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S&F of 125 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.
60
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S&F of 150 mm long Extruded aluminium alloy handles, febricated type, anodised, complete all as specified and as directed by Engineer-in-charge.
120
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S&F of 75 mm long Extruded aluminium alloy handles, febricated type, anodised, complete all as specified and as directed by Engineer-in-charge.
20
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S&F of Stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed by Engineer-in-charge.
20
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S&F in-repair of Stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed by Engineer-in-charge.
55
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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.
25
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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.
19
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M&L for 2nd class hard wood in scantling wrought timber unframed and fixed, including dismantling the existing old damaged scantling, complete all as specified and as directed by Engineer-in-charge.
4
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S&F in-repair of second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area not exc.3sqcm, complete all as specified and as directed by Engineer-in-charge.
50
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S&F in-repair of second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 6sqcm but not exc.13sqcm, complete all as specified and as directed by Engineer-in-charge.
120
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S&F in-repair of second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 13sqcm but not exc.25sqcm, complete all as specified and as directed by Engineer-in-charge.
50
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S&F in-repair of 20mm thick second class hard wood boarding in any position (except flooring and skirting), clean sawn with butt joints fixed with nails, complete all as specified and as directed by Engineer-in-charge.
50
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M&L for Brickwork with subclass ‘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.
4
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M&L for Brickwork with subclass ‘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.
10
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M&L for providing GI wire netting 0.90mm dia and 12mm mesh lathing to wood or metal studding, joists, etc. in walls, ceilings, stanchions, beams, etc. including all laps, cutting and waste, complete all as specified and as directed by Engineer-in-charge.
40
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M&L for Rendering (Internally) 10mm thick in cement morter 1:6 on other than fair faces of brick work, 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.
145
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M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 on fair faces of brick work, concrete surfaces, one side of lathing, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge.
145
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M&L for providing 75 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 and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge.
108
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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 and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge.
120
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M&L for providing 40 mm thick Cement concrete type B-1, 1:2:4 (20mm 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 including demolition of existing old unserviceable concrete, complete all as per specified and as directed by Engineer-in-charge.
50
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M&L for providing 25 mm thick Cement concrete type B-1, 1:2:4 (20mm 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 including demolition of existing old unserviceable concrete, complete all as per specified and as directed by Engineer-in-charge.
250
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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.
40
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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, including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge.
105.1
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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 vertical surface (like skirting, dado, etc.), over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge.
30
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M&L for providing Vitrified Ceramic light shade tiles 8 to 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge.
250
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M&L for providing Vitrified Ceramic light shade tiles 8 to 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 sqm, in vertical surface (like skirting, dado, etc.), over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge.
50
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M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 300x 450x 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, including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge.
30
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M&L for providing glossy finished PU coated 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, including dismantling of existing old damaged tiles of any type, complete all as per specified and as directed by Engineer-in-charge.
108
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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.
120
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M&L for preparation of new or previously un-treated wooden Surfaces of any description n exc 10cm width or girth when unconnected with other painting or when painted in different tint 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.
22
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M&L for preparing newly plastered surfaces of wall and applying two coats of distemper oil emulsion of any shade over a coat of chalk whitening, complete all as specified and as directed by Engineer-in-charge.
145
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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.
145
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S&F in-repair of solid PVC wall panneling consisting of 5mm thick wood grain printed PVC sheet 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.
90
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S&F of 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame, complete all as per specified and as directed by Engineer-in-charge.
230
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S&F in-repair 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 with and including 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.
400
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S&F of 6mm thick asbestos cement, corrugated or semi-corrugated sheets with two corrugations side lap fixed with L-type or J-type or cranked hook bolts in roof, wall etc., complete all as specified and as directed by Engineer-in-charge.
30
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S&F of 6mm thick Asbestos cement serrated ridge for corrugated or semi-corrugated sheets fixed with L-type or J-type or cranked hook bolts in roof, complete all as specified and as directed by Engineer-in-charge.
10
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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.
775
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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.
60
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S&F in-repair 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.
80
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S&F in-repair 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.
60
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S&F in-repair of bevelled edge mirror 600x450mm 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 Engineer-in-charge.
12
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S&F in-repair of Rotational Moulded Polyethylene Water Storage Tank 500 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 ball 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.
15
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All as per Item No. 66 here-in-above, but for 1000 Litre tank, complete all as specified and as directed by Engineer-in-charge.
10
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S&F in-repair of Vitreous China wash basin, white, with brackets, flat back, size 550x400mm including cutting for and pinning in ends of brackets or erecting stand including providing 32mm dia CP Waste fittings, 15mm dia 450mm long PVC connection pipe and 32mm dia 900mm long PVC Flexible waste pipe, complete all as specified and as directed by Engineer-in-charge.
8
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S&F in-repair of Wash down water closet (Pedestal pattern) pan and S/P trap of 540x375x415mm with and including Plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or anodised aluminium hinging device including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge.
5
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S&F in-repair of vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge.
5
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S&F in-repair of 10 litre capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets and PVC flush pipe of 32 mm dia, with and including making necessary connections, complete all as specified and as directed by Engineer-in-charge.
12
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S&F in-repair of 15 mm dia fancy type Brass CP telephonic wall mixer (3-in-1) for mixing hot & cold water, screwed for iron pipe, complete all as specified and as directed by Engineer-in-charge.
4
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S&F in-repair of 15 mm dia fancy type, chromium plated Stop valves/ Angle valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and as directed by Engineer-in-charge.
18
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S&F in-repair 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.
12
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S&F in-repair of Brass chromium plated shower rose of 125mm dia of rose, fixing to existing pipe or union of 15 mm dia, complete all as specified and as directed by Engineer-in-charge.
8
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S&F in-repair of 15 mm dia fancy type chromium plated Bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and as directed by Engineer-in-charge.
30
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S&F in-repair of Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.0 metre long flexible tube and ABS wall hook including making connections and fixed in position, complete all as specified and as directed by Engineer-in-charge.
12
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