Military Engineer Services Tender
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Costs
EMD
₹ 87,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_694121_1Tender No
8673/E8Tender 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 for plain cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and as directed.
11.75
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M&L for brick work (old size) with sub-class ‘B’ bricks, straight or curved on plan exc. 6m mean radius, built in cement mortar (1:4) complete all as specified and as directed.
100
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M&L for pre-cast reinforced cement concrete in baffle walls or manhole covers in RCC (1:2:4) type B-1 (using 20mm graded stone aggregates) including necessary metal lathing or TMT bar having weight not less than 2% by volume of RCC inside and use and waste of formwork kept in position in brick masonary and built in cement mortar (1:3) complete all as specified and as directed.
1.75
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M&L for rendering 15mm thick cement plaster in cement mortar (1:4) for internal/external wall surfaces, finished even and smooth with using extra cement complete all as specified and as directed.
311
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M&L for providing cement concrete (1:2:4) type B-1 (using 20mm stone aggregate) as in copings/bearing course over brick walls, etc. and like complete all as specified and as directed.
0.85
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M&L for 50mm thick cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in floor of septic tank, finished even and smooth with using extra cement complete all as specified and as directed.
24
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S&F framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe-290, Gde-E-165 complete all as specified and as directed.
120
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M&L for preparation of steel and iron surfaces of any descriptions, exc. 10cm girth or width and applying two coats of synthetic enamel paint (1st quality/grade paint of approved tint) over and including one coat of red oxide primer complete all as specified and as directed.
36
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M&L for 75mm thick PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in levelling course/ sub base, etc. complete all as specified and as directed
24
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S&F mild steel TMT bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends, binding with and including mild steel wire (anneled) not less then 0.9mm dia or securing with clips quality conforming to Fe 410-0 or Fe 410-S etc. complete all as specified and as directed.
1915
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M&L for pre-cast cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in cover slabs for manhole/ kitchen platforms, etc. with plain set in cement mortar (1:6) of concrete including necessary formwork complete all as specified and as directed.
23
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M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified and as directed
22.6
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M&L for preparation of newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed.
7
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Excavating in trenches n exc. 1.5m wide and n. exc. 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 sq.m on plan and n. exc. 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed.
200
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M&L for 150mm bore reinforced concrete pipes, class NP2 laid in trenches and jointed collars complete all as specified and as directed.
50
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M&L for cement concrete (1:3:6) type C-2 (using 40mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in trenches with 150mm bore of pipe complete all as specified and as directed.
48
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M&L for cutting into existing manholes for connecting new drains, 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 graded stone aggregate) with smooth finished and reforming benching as required for 150mm bore of pipe complete all as specified and as directed.
1
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M&L for broken stone hardcore of gauge n. exc. 63mm, deposited, spread and levelled in layers n. exc. 15cm thick, watered and rammed to a true surface complete all as specified and as directed.
33.3
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M&L for providing cement concrete (1:2:4) type B-0 (using 12.50mm graded stone aggregate) as in benching and copings including necessary formwork complete all as specified and as directed.
2.3
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Removing excavated soil material exc. 250m but n. exc. 500m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed.
150
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S&F for 110mm bore PVC (SWR) pipes, single
socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed.
50
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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.
300
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All as per Serial item No. 25 here-in-before but add or deduct for each 25mm girth or part thereof over or under 30cm.
500
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M&L for providing cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate), used as in saucer drain, kerbs or mud stops, rounded or chamfered on edges including necessary formwork complete all as specified and as directed.
13
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M&L for cement concrete (1:3:6) type C-2 (using 40mm graded stone aggregate), concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in trenches for 300mm bore of pipe complete all as specified and as directed.
10
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M&L for 300mm bore reinforced concrete pipes, class NP3, laid in trenches and jointed collars complete all as specified and as directed.
10
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S&F vitreous china wash basins (flat back type) of size 580x450mm, white, including waste coupling, fixed with 2 Nos. cadmium plated rag bolts of 10mm dia complete all as specified and as directed.
5
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S&F 15mm dia pillar taps, cast copper alloy with capstan heads, fancy type, chromium plated, 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.
5
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S&F 15mm bore GI tubing, "medium grade" confirming to IS-1239 galvanised, with all fitting, fixed to walls and ceiling or laid in floors complete all as specified and as directed.
30
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Demolition stone slabs and tiles of any description or thickness in floors, aprons, etc., laid and bedded and jointed in cement mortar complete all as specified and as directed.
22.5
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Demolition of reinforced cement concrete in ground floors and pavings not exc. 15cm thickness (below or above ground level) complete all as specified and as directed.
5
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M&L for 25mm thick providing cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) used as in levelling course/sub base complete all as specified and as directed.
195
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M&L for machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over and including 15mm thick rendering in cement mortar (1:6) complete all as specified and as directed.
195
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M&L for machine cut kota stone slab flooring 20-25mm thick riser of steps, skirting, dado and pillar laid over cement screed and jointed over and including 10mm thick cement mortar bedding in cement mortar (1:4) complete all as specified and as directed.
10
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M&L for 75mm thick providing cement concrete (1:2:4) type B-2 (using 40mm graded stone aggregate) used as in sub base complete all as specified and as directed.
300
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M&L for 100mm thick providing cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) used as in sub base flooring complete all as specified and as directed.
300
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M&L for machine pressed, glossy finished, precast concrete interlocking tiles, paver block any shape and size approved with grey cement and pigment confirming to IS-15658-2006 of 60mm thickness (factory made) of M-35 Grade with 6mm top layer of anti abrasive material laid over 25mm thick (compacted) fine sieved sand complete all as specified and as directed.
Note : Manufacturer's test certificate for crushing strength and water absorption shall be submitted alongwith sample.
300
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M&L for providing cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed.
2
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M&L for 20mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, over and including screed bed or bedding layer 15mm thick in cement mortar (1:6) complete all as specified and as directed.
20
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M&L for non skid ceramic coloured tiles, 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but 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 screed in cement mortar (1:6) complete all as specified and as directed.
50
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S&F 110mm bore PVC (SWR) bends of any radius and jointing with solvent cement complete all as specified and as directed.
10
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Excavating in post holes (or similar holes) each not exc. 0.5cum, 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 surfaces and getting out in soft/disintegrated rocks complete all as specified and as directed.
8
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M&L for plain cement concrete (1:2:4) type B-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
1
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S&F steel work in tubular trusses including special shaped washer, etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-
1979 grade St.-240 complete all as specified and as directed.
438
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S&F pre-painted galvalume aluminium zinc coated GI based corrugated steel sheet 0.50mm thick of any colour, having tensile strength of 550 Mpa as in roof covering/cladding to wall, etc., fixed with self tapping screw complete all as specified and as directed.
55
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S&F pre-painted galvalume aluminium zinc coated GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, etc., fixed with self tapping screw complete all as specified and as directed. NOTE:- The contract sum shall be derieved by deducting the amount shown in Schedule of Credit attached to this tender from total amount of Schedule 'A'/BOQ.
20
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