Military Engineer Services Tender
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Costs
EMD
₹ 34,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_701351_2Bid Award Id
ViewTender No
GE/873/EWS/05/2025-26Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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Taking down shutters of any description area exc 1 sqm and not exc 2 sqm each and refixing in the same opening, complete, all as specified and as directed by the Engineer–in–Charge.
3
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M&L for resecuring or easing & adjusting shutters of any description exceeding 1.00 sqm but not exceeding 2.00 sqm without taking down complete, all as specified and as directed by the Engineer–in–Charge.
8
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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 and fixed in opening complete all as specified and as directed by the Engineer-in-Charge.
12
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S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of MS 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 MS 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.
6
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S&F plain, solid, straight chowkhats of second class hard wood and frames, wrought, framed rebated on the solid, rounded or chemfered, put together with glue pinned at joints complete all as specified and directed by the Engineer–in–Charge
0.36
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S&F mild steel bands, hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties and similar small articles conforming to Fe -290 Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge.
10
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S&F 35mm thick 2nd class hard wood plain, framed, panelled shutters (two or more panels) with lock rail and panels of 9mm thick BWP commercial, ply or 12mm thick veneered particle boards. The size of rail and style as per IS–1003 (part–I) kiln seasoned and chemicaly pressure treated complete all as specified and directed by the Engineer–in–Charge.
12
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S&F factory made flush shutters 40 mm thick, solid core construction, with block board core and ply wood face panels, commercial type on both sides complete all as specified and as directed by the Engineer–in–Charge.
14
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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.
20
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Material and labour for 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.
110
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Dismantling wall and ceiling boarding of any type, thickness or description, any description, fixed in position with nails, screws including cover filllets complete all as specified and directed by the Engineer–in–Charge
420
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M&L for 9mm thick prelaminated particle board, in wall interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed in wall with nail to timber frame work complete all as specified and directed by the Engineer–in–Charge.
100
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M&L for 9mm thick prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, in ceiling fixed with nail to timber frame work complete all as specified and directed by the Engineer–in–Charge
200
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M&L 4 mm thick veneered decorative plywood, grade 1 (with BWR resin) with only one side decorative face veneers fixed with nails as in wall panelling, complete all as specified and as directed by the Engineer–in–Charge.
80
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M&L 4 mm thick veneered decorative plywood, grade 1 (with BWR resin) with only one side decorative face veneers fixed with nails as in ceiling works, complete all as specified and as directed by the Engineer–in–Charge.
40
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Dismantling timber in fillets, rails, post, rafters purlins etc under 40 sq cm in section complete all as specified and directed by the Engineer–in–Charge
900
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M&L for plain fillet 2nd class soft wood section are exc 13 but n exc 25 Sqcm in square, rectangular or triangular in section, clean sawn, secure with nail or brads complete all as specified and directed by the Engineer–in–Charge
900
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M&L for 12mm width teak wood lipping 6 mm thick for Patical board/block board complete fix with nail complete all as specified and directed by the Engineer–in–Charge
400
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Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds and steel window frame glazed with putty or fixed with beads , complete, all as specified and as directed.
15
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Material and labour for sheet glass 4.00mm thick, ordinary quality and glazing with oil putty /wooden beading in square not exceeding 0.5 sqm in each pane complete all as specified and as directed by the Engineer–in–Charge.
15
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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.
30
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Supply and fixing mild steel cold rolled butt hinges 100mm long medium weight complete all as specified and as directed by the Engineer–in–Charge.
90
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Supply and fixing mild steel cold rolled butt hinges 75mm long medium weight complete all as specified and as directed by the Engineer–in–Charge.
60
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Supply and fixing 100 mm long aluminium handle fabricated type anodised complete all as specified and as directed by the Engineer–in–Charge.
30
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Supply and fixing 75 mm long aluminium handle fabricated type anodised complete all as specified and as directed by the Engineer–in–Charge.
20
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Supply and fixing 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.
40
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Supply and fixing 100 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer–in–Charge.
30
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Demolition of cement concrete (un–reinforced) in ground floors and pavings not exe 15 cm thickness (below or above ground level) complete, all as specified and as directed by the Engineer–in–Charge.
25
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M& for providing cement concrete 1:3:6, type C–1 (using 20mm graded stone aggregate), 75 mm thick as in plinth protection laid in bays not exceeding 2 Sqm each and finishing even and fair on top without using extra cement with 6mm wide joints throughout the thickness of plinth protection in concrete bays and in between the walling and plinth protection, filling the joints with mastic filling comprising of one part of heated bitumen 85/25 and 3 parts of sand (all by weight) complete all as specified and directed by the Engineer–in–Charge
75
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing servicable tiles to store and rubbish off the premises complete, all as specified and as directed by the Engineer–in–Charge.
225
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Material and labour for 25 mm thick PCC 1:2:4, type B0, (using 12.50mm graded crushed stone aggregate) as in levelling course or floor sub base, finished even & fair without using extra cement complete all as specified and as directed by the Engineer–in–Charge.
150
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Material and labour for non–skid ceramic coloured tiles joint free premium/1st quality (square/rectengular) 7 to 8 mm thick, area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floor, set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and as directed by the Engineer–in–Charge.
65
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Material and labour non–skid ceramic coloured tiles joint free premium/1st quality 7-8mm thick of same description as of floor tiles as in serial item No 34 above but 100 to 150mm height as in skirting, 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.
5
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Material and labour vitrified ceramic light shade tiles premium/1st quality as approved pattern by GE 9–10mm thick (square /rectangular) area of each tile exceeding 0.18 sqm and not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15mm thick cement screed bed in CM 1:6 complete all as specified and as directed by the Engineer–in–Charge.
75
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Material and labour for glazed ceramic coloured tiles joint free premium/1st quality with highlighter or as approved pattern by GE in vertical surfaces /skirtings /dados of size 300x200 x7-8mm thick, 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.
70
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M&L 20–25mm thick machine cut kota stone slab as in floor/ treads of step with bull nosed edge over 20mm thick screed bed in CM 1:4 set and jointed in neat cement slurry mixed with pigment to match the shade including grinding and polishing complete all as specified and as directed by the Engineer–in–Charge.
10
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M&L for granite black (of any type) tiles 15–16mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete including over 15 mm thick screed bed in CM 1:4 incl dismantling of old finishes any type rounding to edges of stone slab both edge such as in steps, cooking plateform and other similar situtaions with grinder complete all as specified and as directed by the Engineer–in–Charge.
3
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M&L for chequered cement concrete tile 30cm x 30cm x 20mm thick with grey pigment cement and pigment, set and jointed over and including 20 mm screed bed in cement mortar 1:4 and pointed in neat cement slurry in floor complete all as specified and directed by the Engineer–in–Charge.
20
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M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand with grey cement and no pigments complete, all as specified and as directed by the Engineer–in–Charge.
30
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M&L for 100mm thick Cement concrete 1:4:8 type D–2 (using 40 mm graded crushed stone aggregates) as in sub–base complete all as specified and directed by the Engineer–in–Charge.
50
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M&L providing cement concrete (1:2:4), type B-1, using 20mm graded crushed stone aggregate as in roof kerbs, mud stops, padding, coping, levelling course and finished even and smooth without using extra cement, including form work where ever required, complete all as specified and as directed by the Engineer-in-Charge.
3
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Demolition of brickwork or stone/ boulder masonry/PCC block masonary, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
4
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M&L Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and set in CM 1:6, type C-1 1:3:6 (using 20mm graded crushed stone aggregate) all as specified and directed.
4
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M&L for precast cement concrete Type C-1 1:3:6 (using 20mm graded crushed stone aggregate) solid building blocks or slabs 10cm thick (with plain or interlocking joints as directed) setting in cement mortar 1:4, in walls complete all as specified and as directed by the Engineer–in–Charge.
28
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Taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete, all as specified and as directed.
73
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Material and labour rendering 15mm 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.
48
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Material and labour rendering 10 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete, all as specified and as directed by the Engineer–in–Charge.
25
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M&L for preparation of new plastered /concrete surface of wall applying of two coats of cement base paint over a coat of primer complete, all as specified and as directed by the Engineer–in–Charge.
73
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Amount of credit of ₹ 45,290.00 for retrieved materials is mentioned in Schedule of Credit, which will be deducted offline while acceptance of tender.
Note :– Tenderers will not quote against this item being a firm amount.
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