Military Engineer Services Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_688870_1Tender No
8851/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and as directed by Engineer-in-charge.
105.13
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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 by Engineer-in-charge.
635
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Dismantling Asbestos cement (corrugated, semi-corrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge.
220
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Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed by Engineer-in-charge.
14.75
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Demolition and breaking up of 450mm dia drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete all as specified and as directed by Engineer-in-charge. NOTE:- Excavation work shall be measured and paid separately if required.
80
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M&L for Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge.
200
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Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.
20
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Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.
10
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Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.
33
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M&L for earth filling, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as per specified and as directed by Engineer-in-charge. NOTE- Approved quality earth shall be brought by the contractor outside MoD land and cost of transportation also included in unit quoted rate.
30
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M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete including necessary formwork as required, complete all as per specified and as directed by Engineer-in-charge.
20
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M&L for Hardcore with broken stones/ boulders 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 as directed by Engineer-in-charge.
15
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M&L for Reinforced Cement Concrete, (Nominal Mix) 1:1½:3, type A-1 (20mm graded stone aggregate) in roof slab, Beams, cantilevers, bressummers, lintels over 1.5m span, with and including necessary formworks, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item.
4
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M&L for Reinforced Cement Concrete, (Nominal Mix) 1:1½:3, type A-1 (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, with and including necessary formworks, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item.
2
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M&L for Providing precast cement concrete louvres and jallies, 40mm thick (measured solid), including all mouldings but excluding frame of Type B-0, 1:2:4 (12.5mm graded aggregate) set in cement morter 1:4, complete all as specified and as directed by Engineer-in-charge.
760
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S&F of TMT bars 10mm dia and over, cut to length, bent to shape 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 or securing with clips, complete all as specified and as directed by Engineer-in-charge.
300
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S&F of TMT bars 6-8mm dia, cut to length, bent to shape required, in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge.
100
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S&F of 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 by Engineer-in-charge.
1025
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S&F of mild steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, confirming to Fe 410-W (Gde- E- 250) quality-A, complete all as specified and as directed by Engineer-in-charge.
400
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S&F of mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, confirming to Fe 410-W (Gde- E- 250) quality-A, complete all as specified and as directed by Engineer-in-charge.
50
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M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.
35
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M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge.
150
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M&L for Rendering (Internally) 10mm thick in cement morter 1:6 on other than fair faces of brick work, concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge.
600
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M&L for Forming Constraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'A', complete all as per specified and as directed by Engineer-in-charge.
6
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M&L for providing 75 mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and fair, complete all as per specified and as directed by Engineer-in-charge.
935
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M&L for providing 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough, complete all as per specified and as directed by Engineer-in-charge.
200
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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; complete all as per specified and as directed by Engineer-in-charge.
300
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M&L for providing glossy finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, complete all as per specified and as directed by Engineer-in-charge.
635
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M&L for preparing newly plastered surfaces of wall and applying three coats of white wash, complete all as specified and as directed by Engineer-in-charge.
2120
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M&L for preparation of new or previously un-treated steel/iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge.
100
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S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 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.
120
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S&F of 2mm thick fiber glass reinforeced translucent corrugated sheet (ISI marked) with two corrugations side lap fixed with coach screw and washer in roof, complete all as specified and as directed.
100
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M&L for providing 450mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and as directed by Engineer-in-charge.
80
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