Military Engineer Services Tender
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Costs
EMD
₹ 70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692636_1Tender No
WE/TKD/GUR/TOKEN-81 OF 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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M&L broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge.
40
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M&L for providing 75mm thick cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of floor complete all as specified and directed by Engr-in-Charge.
200
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M&L for 60mm thick Machine pressed pre casted pressed cement concrete inter locking paver blocks glazed coloured up to 6mm on the top in any shape and size,with gray cement and no pigment, strength not less than M-35 completed all as specified and as directed by Engr-in-Charge.
200
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M&L for sand filling under floors or in foundations incliding watering & consolidation complete all as specified and directed.
7
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M&L Chequered cement concrete tiles 300x300x20mm thick, set jointed and pointed in near cement slurry in floors with white cement and pigments in any colour machine preassed glazed, over cement screed bed 15mm thick cement motor 1:4 compete all as specified and as directed by Engr-in-charge.
100
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M&L machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement to match the shade of the slab including rubbing and polishing, including 20mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as dierected.
90
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M&L machine cut kota stone slab flooring 20-25mm thick in riser of steps, skirting, dado and pillar laid over 10 mm thick plastering in CM 1:4 set and jointed with grey cement to match the shade of the slab including rubbing and polishing completed all as specified and as directed by Engr-in-Charge.
10
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M & L Glazed ceramic tiles in vertical surface 350x 250x 7mm/ 450X 350X 7mm thick over 10 mm thick plastering in CM 1:4, set and jointed in neat cement slurry and pointed in coloured cement to match completed all as specified and as directed by Engr-in-Charge.
200
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S&F 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, set and jointed in neat cement slurry and pointed in colour cement as in floor over and including 15mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as dierected.
100
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All as per Srl item No. 12.00 here-in-above but on vertical surfaces including 10 mm thick rendering in CM 1:4 complete all as specified and directed.
40
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Cutting and grinding mirror polishing old kota stone flooring including applying cement slurry to fill the existing joints completed all as specified and as directed by Engr-in-Charge.
80
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Taking out the existing paver blocks of any size and set and jointed again in the same position after cleaning of grass and other vegitation etc all as directed and specified by Engr-in-Charge.
160
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Dismantling of brick work built in cement mortar including all quions, arches, pillars, etc.completed all as specified and as directed by Engr-in-Charge.
15
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M&L for Brick work with sub class B bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 completed all as specified and as directed by Engr-in-Charge.
10
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All as per Srl item 17 here-in-before but using old serviceable bricks retrieved from dismantling.
5
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Taking down cement plaster, any description on brick walls or on concrete surfaces including racking out Joints, hacking for Key, scrubbing down with water, etc., and removing same from the Site(s), complete all as specified and as directed.
1200
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M&L for for rendering 15mm thick in CM (1:4) on brick work or concrete surfaces on fair face of brick work, finished fair and even w/o using extra cement in patches with water proofing compound by 3% weight of cement all as specified and directed by Engr-in-Charge. Note:- Rate of water proofing compund to be used shall be deemed included under this item
1050
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M&L for rendering 10mm thick in cement motar 1:3 on ceiling like chajja, roof projection, facia etc on concrete surfaces, finished fair and even without using extra cement completed all as specified and as directed by Engr-in-Charge.
150
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Preparing newly plastered surfaces of walls and applying two coats ofcement base paint over a coat of approved primer, complete all as specified and as directed by Engineer-in-Charge.
975
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Preparing newly plastered surfaces of walls and applying two coats of exterior emulsion paint over a coat of approved primer, complete all as specified and as directed by Engineer-in-Charge.
150
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Preparing newly plastered surfaces of walls and applying two coats of distemper oil emulsion (oil bound washable distemper) over a coat of chalk whiting, complete all as specified and as directed. by Engineer-in-Charge.
150
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Preparing newly plastered surfaces of walls and applying three coats of white washing, complete all as specified and as directed. by Engineer-in-Charge.
225
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M&L preparation old treated surface by complete removal of existing treatment of wall and applying two coat of cement base pant over a coat of primer complete all as specified and as directed.
800
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M&L preparing old distempered surfaces of wall by complete removal of existing treatment and applying two coat of oil emulsion distemper over Birla / JK wall putty 3mm thick complete all as specified and as directed.
700
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M&L preparing old distempered surfaces of ceiling and applying one coat of white wash complete all as specified and as directed.
500
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M & L preparation of old painted surfaces of steel and iron work of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.
120
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M&L for preparation of old painted wooden surfaces over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.
100
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Dismantling mild steel work of any description not otherwise provided completed all as specified and as directed by Engr-in-Charge
15
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Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410 W (Gde-E-250) quality-A with riveted bolt or welded etc as in duct cover and similar work completed all as specified and directed by Engr-in-Charge
90
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M&L for structural steel rolled section as tubular sections as in vertical steel columns with flange plates, caps, bases, base plates, splices angle brackets, cleats, holding down bolts and nuts and other section complete of Fe 410 W E-250 grade including all welding etc, complete all as specified and directed by Engr-in-Charge.
900
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S&F MS framed work such as gate, grills etc with ends of bars shoulders and / or riveted or forged into spikes, framed guard bars barred iron door ladders, framed balusters walls way, railings, frame work of water tank and similar work confirming to Fe 410-O or 310-O all as specified and directed by Engr-in-Charge.
475
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Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in soft/loose soil, complete all as specified
90
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M & L for RCC 1:2:4 type B0 (using 12.5mm graded aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
10
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S&F for MS angle iron as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 Gde-E-165 quality-B. Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement.
1200
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S&F 1mm mild steel, plain black sheet hearths; covering to door shutters; covering to door chowkats (frames); chullah hoods; waters tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size, edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required completed all as specified and as directed by Engr-in-Charge.
50
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M&L for Preparation of new steel surface exc 10 cm width/girth one coat red oxide primer and two coat synthetic enamal paint completed all as specified and as directed by Engr-in-Charge.
120
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S&F in repair Galvanized 2 stand Steel Barbed wire 2.24mm dia barbed with dia barbs at 75 mm spacing and straining and fixing to any type of stsnderd rails, straining bolts,including securing or tying at crossings with and provisuion of galvanised mild steel pins, etc including taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and directed by Engr-in- Charge
60
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S&F in repair 950/650/450 mm dia concertina coil reinforced punched (chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/ Clips for tying at crossing complete including taking down of existing concertina coil all as specified and directed by Engineer–in-Charge.
400
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Dismantling of plain or corrugated steel sheeting / AC sheeting any gauge thickness including nanital or similar pattern roof coverings all as specified and directed by Engr-in-Charge.
200
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S & F for Pre-painted galvatume 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 completed all as specified and as directed by Engr-in-Charge.
200
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S&F 2 mm thick fibre glass reinforced translucent corrugated/ plain sheeting with two corrugations side lap fixed with L type or J-type or cranked hook botls and washer in roof, wall and similar work etc completed all as specified and as directed by Engr-in-Charge.
50
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S & F expanded metal, cut to length, bent to required shape and tying, including annealed mild steel wire not less than 0.9mm dia, fixing with galvanised steel staples to wood or steel members, weight not exc 4 kg per square meter complete all as specified and as directed by the Engineer-in-Charge.
500
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Demolition of cement concrete of any description and in any position completed all as specified and as directed by Engr-in-Charge.
10
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M&L for 100mm thick Cement concrete type B-2 1:2:4 (using 40mm graded stone aggregate) as in path finished even and smooth with broom finished without using extra cement, laid in panels not exceeding 2 sqm each panel and joints shall be filled with sealing compound Gde-A, completed all as specified and as directed by Engr-in-Charge.
100
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M & L for providing cement concrete 1:2:4 Type B0 using 12.5mm graded aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth, string, lacing courses, parapets and railings upto 60cm 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.
2
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Taking down rolling shutter exc 30 Sqm but n.exc 50 Sqm and refixing the same and changing the completed all as specified and as directed.
5
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S&F steel rolling shutter with out ball bearing as specified including top cover ,anchoring rod,hasp and staple and one shop coat of primer,erected in position as indicated , complete gear operated type with bevel gear box and cranked handle (1.25 mm thickness of laths) complete all as specified and directed.
27
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S & F ball bearing for rolling shutters complete all as specified and as directed by the Engineer-in-Charge
5
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S&F of MS pipe medium grade of dia upto 40 mm including cutting and fixing, drilling, welding for rolling shutter complete all as specified and directed by Engr-in-Charge.
12
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S&F spring of high carbon spring 30mm dia drilling, welding for rolling shutter complete all as specified and directed by Engr-in-Charge.
5
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Dismantling of cast iron, concrete, asbestos, PVC pipes of 100mm dia and discription from trenches or with walls etc complete all as specified and directed.
10
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S & F in repairs PVC pipes single socketed in any length with rubber ring joints fixed to wall 110mm bore including flat iron claimp for proper fixing complete all as specified by Engineer-in -Charge
10
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S & F in repairs PVC bends 110mm dia complete all as specified and directed by Engineer-in -Charge.
4
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S & F in repairs PVC pipes single socketed in any length with rubber ring joints fixed to wall ( 75mm bore) including flat iron claimp for proper fixing complete all as specified and directed by Engineer-in -Charge.
40
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S & F in repairs PVC bends 75mm dia complete all as specified and directed.
5
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M & L for dismantling water tanks exc 500 but not exc 1000 Litres, and removing to store complete all as specified and as directed by the Engineer-in-Charge
7
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S&F 500 ltr capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) three layered, ISI marked, hoisted and fixed in position including tank nipples of required size complete all as specified in SSR Part I complete all as specified and as directed.
4
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S&F 1000 ltr capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) three layered, ISI marked, hoisted and fixed in position including tank nipple of required size complete all as specified in SSR Part I complete all as specified and as directed.
3
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S & F in repair vitreous China squatting pan of Orrissa pattern of approved make of size 630 mm X 450 mm white with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap and to flushing pipe including cement concrete bedding and connection to antisyphonage pipe etc including CI 'P' trap dia 100 mm thick complete all as specified .
5
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S&F in repair vitreous china wash basin, white, flat back, size 550 mm x 400 mm fixed on and including cast iron cantilever bracket 32 mm dia brass waste coupling and including fixing of tap, waste fitting and union complete all as specified and as directed.
5
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S & F GI tubing medium grade ISI Marked with all fitting and fixed to walls and ceilings or laid in floors, bore of pipe 32 mm bore (Spout pipe for sunken portion) complete all as specified and directed.
4
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S & F in repair PVC connection 15 mm size with PTMT nuts of length 450 mm of approved quality complete all as specified and directed.
10
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Taking down or up 15 mm bore galvanised iron tubing and connection including cleaning for refixing or removal to store complete all as specified and directed.
80
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All as per Srl item No 66 here-in-before above but 20 mm bore complete all as specified and directed.
60
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S & F GI tubing medium grade ISI marked with all fitting and fixed to walls and ceilings or laid in floors, bore of pipe 15 mm bore complete all as specified.
50
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All as per Srl item No 68 here-in-before above but 20 mm bore ISI marked complete all as specified and directed.
60
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Refixing only old GI tubing 15,& 20 mm bore pipe and connections in new or old position as on walls ceiling floors etc all as specified
(i) Cleaning of pipe is included.
(ii) Rates quoted by the contractor deemed to be included S & F new fittings as required.
30
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Hacking out old broken glass (any thickness, size, quality or description) from wooden/steel/aluminium frame glazed with putty or fixed with wooden /almn beads etc.completed all as specified and as directed by Engr-in-Charge.
40
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S&F in repair 4 mm thick sheet glass,ordinary quality,in squares n exc 0.5 sq m each pane fixed to aluminium frame with rubber gasket or fixed with glass putty as required etc completed all as specified and as directed by Engr-in-Charge.
50
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M & L for 2.00mm thick linoleum, plain coloured, laid dry in floors including stretching, cutting and fitting complete all as specified and as directed by the Engineer-in-Charge
40
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Taking down chowkats or frame with shutter (without taking out shutter from the frame) exceeding 1.50 sqm and n exc 4.00 sqm each all as specified and directed
15
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Taking down chowkhats or frames n exc 1.5 sqm each without taking of shutter from the frame all as specifed and directed by Engr-in-Charge.
7
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Taking down shutter of any discription exc 1.00 Sqm n exc 2.00 Sqm each complete all as specified and directed by Engr-in-Charge.
12
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S & F 30mm thick, flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by the Engineer-in-Charge
25
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S&F 35mm thick 2nd class Hard wood glazed skelters open rebated and prepared to received guage etc (without sash bars) edges of framing plain chamfered or rounded fitted with out and mitred beads for securing glass etc and fitted to chowkats.
30
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S&F stainless steel wire cloth, 0.36 mm nominal dia of sire average width of aperature 1.40 mm and fixed with stainless steel wire staples complete all as specified and as directed.
30
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S&F frosted sheet glass 3.00 mm thick, ordinary quanlity and glazing with oil putty in squares n.exe 0.50 Sqm in each panecomplete all as specified and as directed.
4
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M&L Factory made solid panel PVC door shutter 30mm 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 heaving a PVC sheet strip of 20mm width suck inside with solvent cement for stiles and wood grain printed PVC Sheet used 5mm thick x 15mm wide PVC sheet beading used inside stiles and rails and decorative PVC beaading of 10mm x 10mm used instead of exposed portion of PVC sheet beading for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; supplying and fixing in the frame at site as per specification and drawing.
20
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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 M.S. square tube and fixing in opening as per specification & drawing complete all as specified and as directed by the Engineer-in-Charge
44
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M & L preparation of new wood surfaces and applying two coats of sythetic enamel paint over a coat of pink primer complete all as specified and directed.
70
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S&F aluminium anodised 150 mm handle complete all as specified and directed.
35
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S&F aluminium anodised 100 mm handle complete all as specified and directed.
25
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S&F aluminium anodised 150 mm long tower bolt complete all as specified and directed.
20
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S & F 100 mm size mild steel butt hinges medium weight cold rolled and fixed with screws or welding where required complete all as specified and directed.
30
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S&F 100mm long medium grade stain less steel but hinges bright polished fix with nut and bolt complete all as specified and directed by Engr-in-Charge.
20
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S&F for Aluminium alloy, anodised sliding door bolt with hasp, staple(bolt type) and fixing clips of sheet, cast or extruded section of length of bolt in 200mm complete all as specified and directed.
10
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Schedule of Credit
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