Military Engineer Services Tender
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Costs
EMD
₹ 1,18,975Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_694238_1Tender No
CWE(NW)KOCHI/81509Tender 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 cement concrete B2 1:2:4 in foundations (40 mm graded aggregate) filling and mass concrete in post holes etc complete all as spd and as directed by Engineer in Charge
45
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in Concrete, brick work masonry etc and making good disturbed ground complete all as spd and as directed by Engineer in Charge
2500
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Dismantling structural steel work in cluding doors, gates but excluding framed truss etc.complete all as spd and as directed by Engineer in Charge
32
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S & F in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 incl curved or ramped portions of hand rails to required shape or figure (curved, ramped or scroll portions only measured) complete all as spd and as directed by Engineer in charge
15582
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S & F in Framed work ( Fe 410-W (Gde E- 250) quality A ) 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 complete all as spd and as directed by Engineer in charge
3200
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Dismantling fencing wire mesh, any type in existing chain link fencing complete all as spd
3400
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Supply only Chain link MS galvanisd fencing 4mm dia of 75x75mm (+or-15mm) opening chain link complete all as specifed and as directed. The galvanized chain link fencing shall be manufactured as per BIS IS 2721:2003. Galvanizing of wire min 100 GSM as per IS: 4826. Tensile strength of wire: Min 500N/sqmm. Width of fencing as require at site or as directed by Engineer in charge. Make: SAIL/RINL/JINDAL/TATA WIRON or any other make as in list of manufacturer.
10000
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Fixing only chain link fencing to any mesh, size and type to line wire any type of standards, rails, straining bolts, etc.
including provission of binding wire complete all as spd and as directed by Engineer in charge
3400
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S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long but n exc 10cm
long and dia of neck 16 to 20mm complete all as spd and as directed by Engineer in charge
1575
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S&F Mild steel round bars 10mm dia and over, cut tolength, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not lessthan 0.9mm dia or
securing with clips Fe-410-W (Gde.E-250) quality-A orFe 290 (Gde -E-165) complete all as spd and as directed by Engineer in charge
3725
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S&F in repairs ( incl dismantling in existing ) Galvanised, 2 strand steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of strandard rails, straining bolts, inlcuding securing or tying at crossings with and provn of galvanised mild steel wire staples or steel pins etc as directed.
80
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S & F to 1.6mm tk Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood orsteel framing with plain 40 mm lap joints with riveted or welded seams, including bending Lacer cutting , designing etc or turning up, mitred angles, etc. as required
45
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Preparation of new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer completed all as specified and directed
985
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Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth with out using extra cement complete all as spd and as directed by Engineer in Charge
66
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M&L for Finishing walls with Acrylic Smooth exterior emulsion ( Anti Fungal Nature ) paint of ( as approved/ required shade) of New work over a coat of exterior grade primer (Two or more coat applied @ 1.67 ltr/10 sqm over and exterior primer applied @ 2.20 kg/10 sqm) completed all as specified and directed
66
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M&L 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 and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as spd and as directed by Engineer in Charge.
1250
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M&L Mild steel TMT bars 5 mm dia over upto and including 10mm dia in stirrups, spacers and bindres , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as spd and as directed by Engineer in Charge.
800
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Exacavation in trenches in hard dense soil , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, wells, manholes etc. nexc 10 sq m on plan and n exc1.5 m in depth and getting out in hard dense soil complete all as spd and as directed by Engineer in Charge.
42
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Exacavation in trenches in hard /dense soil , exc 1.5 m wide and n exc 3.0 m in depth; for foundation, wells, manholes etc. nexc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard dense soil complete all as spd and as directed by Engineer in Charge.
12
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.in hard dense soil all as specified and directed by Engr-in-charge.
42
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M & L for Cement concrete type D2 1:4:8 (40mm graded Aggregate)in foundations, filling and mass concrete complete all as spd and as directed by Engineer in Charge.
5
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M&L Reinforced cement concrete B-1 1:2:4 (20mm graded Agg) ( nominal mix ) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc and mass concrete complete all as spd and as directed by Engineer in Charge.
8
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M&L Reinforced cement concrete (Nominal Mix) B-1 1:2:4 (20mm graded Agg) in Columns, pillars, piers, posts and struts complete all as spd and as directed by Engineer in Charge.
7
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Formwork to sides of rough finished surfaces of concrete ( flat surfaces ) concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for Rough finished flat surfaces. complete all as spd and as directed by Engineer in Charge.
60
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Formwork to sides of rough finished surfaces of concrete ( Square reactangular or polygonal ) pillars,posts, struts, piers, columns etc complete all as spd and as directed by Engineer in Charge.
75
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