Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date13 Feb 2025
Closing Soon6 Mar 2025
Tender Amount₹ 14,36,000
Costs
EMD
₹ 28,720Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_697764_1Tender No
8986/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Returning, filling in, including spreading leveling, watering and well ramming in layers not exceeding 25cm soil all as specified and directed.
30.46
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Removing surplus excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting points in soft/loose soil complete all as specified and directed.
33.68
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Providing form work to sides of concrete foundation, footing, base of column, raft & plinth beam, sides and soffits of foundation and plinth beams and similar work, vertical or to batter for fair finished surfaces for flat surfaces complete all as specified and directed.
10
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Providing form work to sides of pillar, posts, struts, piers, columns and stanchions for flat, rough finish surface of concrete complete all as specified and directed.
57
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M&L for RCC M-25 Design Mix (using 20mm graded crushed stone aggregate) as in foundations including rafts, footings, foundation beam, plinth beams, bases for columns etc , basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed.
Note : Re-inforcement shall be measured and paid separately.
9
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M&L for RCC M-25 Design Mix (using 20mm graded crushed stone aggregate) as in column, pillar, piers, post and struts etc complete all as specified and directed.
Note : Re-inforcement shall be measured and paid separately.
7
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M&L for RCC M-25 Design Mix (using 20mm graded crushed stone aggregate) as in beams, lintels over 1.5m span complete all as specified and directed.
Note : Re-inforcement shall be measured and paid separately.
1
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M&L for broken brick of gauge not exceeding 63mm deposited spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.
7.15
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M&L for PCC (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
3.35
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M&L for PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
2.7
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M&L for cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in coping, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets etc (of any section indicated), with plain fair faces, rounded or chamfered on edges complete all as specified and directed.
0.5
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M&L for brick work with sub class 'B' bricks locally available best quality straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:6) complete all as specified and directed.
9.35
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M&L for brick work with sub class 'B' bricks locally available best quality straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:4) complete all as specified and directed.
6
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M&L for brickwork with subclass 'B' bricks locally available best quality , straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and directed.
26
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M&L for TMT bars 10 mm dia and over cut to length bent to shape as required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
980
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M&L for TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
197
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S&F of rolled mild steel work in tubular trusses and purlins including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed.
875
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S&F for MS rolled sections as in MS plates (Plain/chequered), channels, square cut or notched (ordinary and counter sink) forming holes, without any attachment etc of Fe-410-W (Gde E-250) quality 'A' over and including painted one shope coat of zinc chrome primer (including preparation of surface) at Contractor's workshop before fabrication complete all as specified and directed.
250
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S&F of mild steel flat iron wind ties for fixing roof sheet with securing bolts etc conforming of Fe- 290 (Gde-165) complete all as specified and directed.
75
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S&F for MS rolled 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 including where required drilling, fittings, riveting or welding connecting with fish plate, gusset plates etc of Fe-410-W (Gde E-250) quality 'A' over and including painted one shop coat of zinc chrome primer (including preparation of surface) at Contractor's workshop before fabrication complete all as specified and directed.
950
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S&F of rolled mild steel angle iron roof trusses (framed) and purlins, rafters crane gantries, rails, heavy brackets etc including distance pieces, cleats, angle, tee etc including necessary cutting , welding etc complete Fe-410W (Gde E-250) quality 'A' over and including painted one shop coat of zinc chrome primer (including preparation of surface) at Contractor's workshop before fabrication complete all as specified and directed.
1300
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S&F of pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet of 0.50mm thick of RED colour as approved by GE having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with 'J' and washers or screws complete all as specified and directed.
55
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S&F of pre-painted galvalume aluminium zinc coating GI based plain steel sheet of 0.50mm thick of RED colour as approved by GE having tensile strength of 550 Mpa as in ridge / wall/cladding (Factory moulded matching tile profile sheet), fixed with 'J' and washers or screws complete all as specified and directed.
91
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S&F of 4mm ACP (Aluminium Composite Panel), regular, exterior, application grade etc of any shade/colour, fixed with powder coated screws to existing GI/Iron framework including hiding joints with chamfered cut or sealant tape etc complete all as specified and directed.
44
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S&F of 4mm ACP (Aluminium Composite Panel), regular, exterior application grade of any shade/colour, fixed with powder coated screws to and including Gl frame work for seamless false ceiling comprising of Gl perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exceeding 1.2m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre complete all as specified and directed.
26
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S&F for mild steel screw bolts (machine made) 12mm with hexagonal head at one end and screwed the other end, each screw end to be fitted with two washers and one hexagonal or square nut, length of bolts 100mm to 150mm complete all as specified and directed.
8
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M&L for 75mm thick PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in plinth protection etc including finishing the cement concrete surface even and fair without using extra cement complete all as specified and directed.
23.2
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M&L for 100mm thick PCC (1:2:4) type B2 (using 40mm graded crushed stone aggregate) as in floor, hard standing, sub base floor etc including finishing the cement concrete surface even and fair complete all as specified and directed.
10
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M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver
block of M-40 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 over blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.
Note : (a) Paver blocks shall be confirmed to IS 15658-2006
(b) Rate quoted shall be inclusive of testing of random samples of Cement Concrete (M40) paver blocks.
36
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M&L for rendering 15mm thick in cement mortar (1:6) on fair face of concrete surfaces of wall, finished even and smooth without using extra cement complete all as specified and directed.
60
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M&L for rendering 15mm thick in cement mortar (1:4) on fair face of concrete surfaces of wall, finished even and smooth without using extra cement complete all as specified and directed.
77
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M&L for rendering 10mm thick in cement mortar (1:4) on fair face of concrete surfaces of wall, finished even and smooth without using extra cement complete all as specified and directed.
58
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M&L for applying two coats of cement based paint over a coat of alkali resistance primer on newly plastered surface of walls including preparation of surface complete all as specified and directed.
(Note : Application shall be through smart painting tools as per Contract Conditions).
60
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M&L for applying two coats of synthetic enamel paint (1st grade quality) over a coat of red oxide primer after preparation of new or previousy untreated steel surfaces of any description over 10cm width or girth complete all as specified and directed.
130
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M&L for applying two coats of synthetic enamel paint (1st grade quality) over a coat of red oxide primer after preparation of new or previously untreated steel surfaces of any description not exceeding 10cm width or girth complete all as specified and directed.
2.5
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PART-II : (E/M WORKS)
Supply and laying of XLPE insulated, LT armoured electric cable with aluminium stranded conductor 1100 volts grade, cross-sectional area 25 sqmm, 3.5 core laid in trenches/pipes/ducts/wall/borings with necessary cable lugs and glands, nuts, bolts and washers etc and testing complete all as specified and directed.
(NOTE: Excavation/earth work, sand cushioning, cable cover/brick shall be measured and paid separately if required)
40
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M&L for brick covering with width equal to length of brick as protection to cable with well burnt sub class ‘B’ bricks of size 250mm x 125mm x 75mm laid dry flat complete all as specified and directed.
0.28
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M&L for sand cushioning to under ground cable in trenches/existing cable trenches/ducts in layers of 8 cm deep before laying the cable and 15 cm deep including required watering and consolidation after laying and stretching the cable complete all as specified and directed. (Note: Only punned down volume of sand to be measured)
2.03
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M&L for fabrication and installation of Aluminium Composite Panel cladding (ACP) with MS frame of any description suitable for day/night sign boards (Cubical structure) as per the site requirement complete all as specified and directed.
Note : Necessary MS pipe/MS channel work including painting required for fabrication of cubical board is deemed to be included in quoted rate).
20
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M&L for fabrication and fitting of Acrylic raising letters including LED fixed on ACP board at a height not exceeding 30 feet from normal ground level and letter size not less than 10 inch complete all as specified and directed.
Note : (Letters to be written : Front side - ENTER WITH PRIDE MILITARY STATION KANCHRAPARA, Back side - THANK YOU VISIT AGAIN)
696
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