Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date29 Mar 2025
Closing Date19 Apr 2025
Tender Amount₹ 33,25,000
Costs
EMD
₹ 66,500Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_702988_1Tender No
GES/AKH-74/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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.
300
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Rendering 15mm thick, on fair faces of brick or concrete surfaces, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.
430
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M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer, complete all as specified and as directed.
430
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M&L for preparation of old plastered or unplastered surfaces of walls and applying one coat of cement based paint, complete all as specifed and as diretced by Engineer-in-Charge
5200
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M&L for preparation of old/ decorated, un-decorated, plastered or unplastered surfaces of walls including complete removal of existing treatment and applying two coat of cement based paint, complete all as specified and as directed by Engineer-In-Charge.
700
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Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.
118
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M&L for plain cement concrete 1:3:6, type C-2 using 40 mm graded crushed stone aggregate as in surface chanel and drains, beds, complete all as specified.
7
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Extra for forming fair finished drain or channel 30 cm inner grith in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc.
80
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed.
555
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Dura tuff pave-n-park cement concrete coloured tiles size 300mmx300mmx6/7mm, with chequered finish, laid in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, laid over 15mm thick screed bed or bedding layer in cement mortar 1:6, with grey cement and no pigment, complete all as specified and as directed by Engineer-In-Charge.
50
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M&L for 75 mm thick plain cement concrete 1:4:8, type D-2 using 40mm graded crushed stone aggregates as in sub bases of floors and pavings,complete all as specified and as directed by Engineer-In-Charge.
720
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M&L for machine pressed precast concrete interlocking paver block of any size and shape confirming to IS 15658-2006 of 60mm thickness M-35 grade with grey cement and no pigment complete all as specified and directed
440
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M&L for machine pressed precast concrete interlocking paver block of any size and shape confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and no pigment complete all as specified and directed
315
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M&L 25mm thick sand filling under floor or in foundations or in floors including watering and consolidation complete all as specified and directed
30
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M&L providing plain cement concrete type B-1 (1:2:4), using 20mm graded crushed stone aggregates as in 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 for chamfered angles and throating, all as directed.
3
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Providing and laying at or near ground level factory made kerb stone of M-25 grade plain cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.
7
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground posts embedded in concrete.
60
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Providing plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate in) foundations, filling and mass concrete, complete all as specifed and as directed by Engineer-in-charge
5
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S&F MS works as in fencing posts and struts including cutting tops to bottom shape as directed, drilling holes notching for wire etc flat iron fillets for securing razor wire etc incl all drilling bolting riveting etc and similar works conforming to FE 290 gde E-165 complete all as specifed and as directed by Enginner-in-Charge
900
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Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed by Engineer-In-Charge.
250
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Preparation of old painted steel surfaces of any description except roof top, not otherwise described, over 10cm width or girth including and applying one coat of synthetic enamel paint, complete all as specified and as directed by Engineer-In-Charge.
350
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M&L for fixing in repair galvanised, 2-strand, steel barbed wire 2.24mm dia barbed with 2.0 mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and as directed by Engineer-In-Charge
40
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All as per srl item No 25 above but fixing only.
5
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M&L for fixing in repair Mild steel galvanised concertina coil fencing with punched tape concertina coil 610 mm dia, 10 metre openable length (total length 142 mtrs), having 50 Nos. rounds per 6.0 metre length, spring core wire (2.5 mm dia galvanised wire) of high tensile strength not less than 400-450 gm/ Sqmm with tape (0.52mm thick) and weight 2.0 Kg/metre and fixing the same with existing Y-shaped angle iron placed 2.0mtrs apart and with 6 horizontal R.B.T. (Reinforced Barbed Tape) wire, stud tied with G.I. staple sand, 125 to 127 Nos. of G.I. clips in one coil, to retain horizontal, including necessary nuts and bolts, including taking down existing rusted/damaged concertina coil complete all as specified and as directed by Engineer-In-Charge.
200
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Dismantling of mild steel work of any description.
0.5
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Dismantling timber scantlings 40 Sqcm and over in section, in any position, complete all as specified and as directed by Engineer-In-Charge.
0.05
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Rolled mild steel 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, conforming to Fe-410 (Gde-E-250) quality-B, complete all as specified and as directed by Engineer-In-Charge.
150
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All as per srl item No 30.00 above but fixing only.
100
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Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-In-Charge.
260
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Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick 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.
250
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Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick 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.
10
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Providing and fixing in repair Ceiling board of 4mm thick, designer, in ceiling fixed as per manufacturer’s instructions, including powder coated galvanised iron snap grid frame work of main and tee (weight not less than 240gm/Rm), angle (weight not less than 217 gm/Rm), grid size 605x605mm, for false ceiling all as specified, and hangers 6mm dia, galvanised iron (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of galvanised iron wire of 4.0mm dia, length as required at site and expansion hold fasteners 12.50mm dia, 40mm long, including dismantling of existing ceiling, complete all as specified and as directed by Engineer-In-Charge.
250
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All as per srl item No 35.00 above but fixing only.
25
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Rendering 15mm thick, on any surface of brick or concrete surfaces, in cement mortar 1:6, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.
30
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Preparation of new plastered or unplastered surfaces of walls and applying two coats of oil bound distemper over a primer coat of chalk whitening, complete all as specified and as directed by Engineer-In-Charge.
30
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Taking down chowkats or frames exc 1.5 sqm but n.exc 4 sqm each with shutters (without taking off shutters from the frames).
19
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Taking down chowkats or frames not exc 1.5 Sqm each with shutters (without taking off shutters from the frames).
15
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Taking down shutters of any descriptions area exceeding 1.00 Sqm but not exceeding 2.00 Sqm, complete all as specified and directed by Engineer-In-Charge.
45
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Factory made steel window/Ventilator, box type, using ERW hollow 'P' section, comprising double frame for and including gauged and glazed skeleton shutter with wire mesh and glass sheet 3.0mm thick, 4mm thick frosted glass jointed internally and made with flat iron 40x4mm complete including grill/ guard bars of 8mm square bars fixed horizontally @100mm C/C including mild steel hinges, handles, tower bolts, stops, lugs etc, complete all as specified and as shown in drawing No- CEUZ/TD/1517/15, sheet No- 1/3 to 3/3 and as directed by Engineer-In-Charge. Note :- Cost of all items/elements eleborated in the specification and in Drawing shall be deemed to inlcude in quoted rate.
16.2
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S&F Pressed steel frames of size 125x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc.
44.1
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Pressed steel frames of size 105x60mm for doors with one or more rebates including necessary fixing lugs, butt hinges, lock strike plate, etc.
9.8
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M&L for plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) for hold fast blocks including necessary form work for rough finished suraface etc complete all as specified and directed
0.5
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M&L for plain cement concrete 1:3:6 type C-0 (using 12.5 mm graded stone aggregate) as in filling of pressed steel frame complete all as specified and directed
1
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Factory made, glazed and skeleton shutters in second class hardwood, 35mm thick, open rebated and prepared to receive glass, gauze, etc. (in 3 panel) with sash bars, edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass incl Galvanized mild steel wire cloth, 0.46mm nominal dia of wire and average width of aperture 1.18mm etc.; sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24 (a); supplied and fitted to chowkhats, complete all as specified and as directed by Engineer-In-Charge.
55.8
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S&F 30 mm thick 2nd 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 veneered supplied & fitted to chowkat.
48.6
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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 including making good disturbed surfaces of wall complete.
39.2
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M&L 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 20 mm width struk 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 MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and jointing together with solvent cement, suppling & fixing in the frame at site as per specification & drawing.
24
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Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed by Engineer-In-Charge.
232.4
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S&F 100 mm long mild steel butt hinges, medium weight cold rolled and fixed complete all as specified
24
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S&F150 mm long Extruded aluminium alloy handles, fabricated type, anodised ISI marked complete
146
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S&F 150 mm long aluminium, anodised, barrel tower bolts of extruded section ISI marked complete all as specified
146
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S&F 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 and fixed.
31
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S&F 300 mm, mild steel ordinary rat tail, rod pattern springs including roller and roller plate complete.
30
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Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, cverall length of cover plate 150mm, fixed in floor, complete all as specified and as directed.
20
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Dismantling old existing roof treatment and applying one coat of universal bonding agent of Make Sika/Fosroc/Pidilite or equivalent as per manufacturers instructions on cleaned surfaces of roof, 50mm average thick plain cement concrete 1:2:4 type B-O (Using 12.5mm graded aggregate) and screed bed/rendering 10mm thick on fair faces of concrete surfaces, in cement mortar 1:4, including mixing water proofing compound @ 3% by weight in cement, rendering is to be finished even and smooth (without using extra cement) when the concrete is green. Note: Cost of water proofing chemical shall be included in quoted rate.
181
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M&L for water proofing treatment on roof top with APP (Ataxic Poly Propylene) modified polymeric five layered membrane with central core of 100 micron high molecular high density polyethylene film, minimum weight not less than 3.0 Kg/ Sqm, 2.0mm thick, centre core is sandwiched on both sides by high quality polymeric mix with properties of high softening point, high heat resistance and cold resistivity to make it ideal for all water proofing treatment, with polymeric mix protection on both sides with 20 micron HMHDPE film, laid over one coat of bituminous primer conforming to IS: 3384, applied @0.40 Kg/ Sqm and one coat of hot blown bitumen of 85/25 grade, conforming to IS:702, applied @1.20Kg/ Sqm on prepared surfaces of roof, overlap should be not less than 150mm at ends and 75mm at sides, joints and overlaps uniformly bounded with LPG torch flame including applying of one coat of semi hot blown bitumen of 85/25 grade, @1.20 Kg Sqm and fine screened sand in dry condition @0.50 Kg/ Sqm after laying the membrane and applying two coats of aluminium paint, complete all as specified and as specified and as directed by Engineer-in-Charge
181
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Disconnecting existing tanks 1000 ltr capacity setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately)
2
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Disconnecting existing tanks 500 ltr capacity setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately)
2
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S&F in repair PVC water tank and removing to store Rotational moulded polyethylene water storage tanks of 1000 liters capacity, (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I including ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed for 20mm bore pipe, fixing in repairs, including dismantling existing tank and removing from site complete all as specified and as directed by Engineer-in-Charge.
2
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S&F in repair PVC water tank and removing to store Rotational moulded polyethylene water storage tanks of 500 liters capacity, (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I including ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed for 20mm bore pipe, fixing in repairs, including dismantling existing tank and removing from site complete all as specified and as directed by Engineer-in-Charge.
2
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Taking up or down steel tubing 15 mm and connections,including cleaning for refixing
or removal to store complete all as specified
15
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S&F Tubes, 'medium grade' galvanised, 20mm bore, ISI marked with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed.
Note: Cost of cutting/ chasing for pipe line making concealed in surfaces shall be deemed included in quoted rates.
10
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Refixing old 15 mm bore steel tubing and connections in new or old position (walls, ceiling, floors etc)
5
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Taking up or down steel tubing 20 mm and connections,including cleaning for refixing
or removal to store complete all as specified
15
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S&F Tubes, 'medium grade' galvanised, 20mm bore, ISI marked with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed.
Note: Cost of cutting/ chasing for pipe line making concealed in surfaces shall be deemed included in quoted rates.
10
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Refixing old 20 mm bore steel tubing and connections in new or old position (walls, ceiling, floors etc)
5
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Sheet glass, 3.0mm thick, ordinary quality and glazing with oil putty or with wooden beadings, fixing in square not exceeding 0.50 Sqm in each pane including hacking out old broken glass fo any description, complete all as specified and as directed by Engineer-In-Charge.
171
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Sheet glass, obscured or frosted, on one side, 3.0mm thick, ordinary quality and glazing with oil putty or with wooden beadings, fixing in square not exceeding 0.50 Sqm in each pane including hacking out old broken glass fo any description, complete all as specified and as directed.
5
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed.
65
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M&L plain cement concrete in sub bases, floors type B-1, 25 mm thick 1:2:4 (20mm graded aggregate), complete all as specifed and directed by Engineer-in-Charge
55
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Non-skid, coloured, ceramic tiles of size 600x600 mm 7 to 8 mm thick of, set and jointed in neat cement slurry and pointed in white or coloured cement to match and laid over and including screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.
55
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M&L Glazed ceramic tiles in vertical surface of size 450x350 mm 7 to 8 mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match shade of tiles over 10 mm thick rendering in CM 1:4 on other than fair faces of brick work complete all as specified and as directed by Engineer-In-Charge.
10
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