Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date7 Mar 2025
Closing Date28 Mar 2025
Tender Amount₹ 45,00,000
Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_700626_1Tender No
8189/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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M & L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc all as specified and directed.
115
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M & L for application of evenly priming /tack coat on black top/ BM surfaces with paving bitumen @ 5.00 Kg/ 10Sqm complete all as specified and as directed.
121
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M & L for bituminous premix semi dense asphaltic concrete 40mm consolidated thickness using bitumen of grade VG-30 with min 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete all as specified and as directed.
121
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M & L for applying two coats of water based painting as in lines, arrows, letters etc on roads, pavements and the like not exc 10cm wide with road marking paint, white or golden yellow complete all as specified and as directed.
70
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S & F in repairs delineators ABS round body studs fitted with 02 Nos 100mm dia with 50micron high reflective reflector and mounted on MS pipe of 50mm dia 600mm long duly powder coated and rust proof including fixing of delineator on ground with PCC (1:2:4) complete all as specified and directed.
8
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S & F in repairs dual directional reflective cat eye of PVC stud 100 x 100mm of any colour having plastic ABS strip containing 31 mini retro reflective glass beads of colour white/ red /yellow a side fixed with adhesive as per manufacturer's instructions complete all as specified and directed.
80
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Demolition of stone slabs and tiles of any description or thickness floors, aprons etc., laid bedded and pointed in any mortar complete all as specified and as directed.
25.2
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Demolition of concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) complete all as specified and as directed.
15
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M & L for hardcore of gauge n.exc 63 mm of broken granite stone, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface all as specified and as directed.
4
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M & L for providing 100 mm thick cement concrete (1:3:6) type C-2, (using 40 mm graded granite stone aggregate) as in sub base of floor, path, pavings etc surface finished rough to receive topping layer complete all as specified and as directed.
150
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M & L for colored chequered cement concrete tiles 300 x 300 x 25mm thick, set, jointed and pointed in neat cement slurry with cement and pigment as in floors, path, pavings etc., laid over and including 15 mm thick screed bed or bedding layer in cement mortar (1:6) complete all as specified and directed.
252
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Demolition of precast concrete block walling and precast concrete articles including all quoins, arches, pillars,etc, built in cement mortar or cement lime mortar all as specified and directed by Engineer-in-Charge.
3
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M & L for Pre-cast cement concrete block masonry type C-1 (1:3:6) with solid blocks (by using 20mm graded stone aggregate) exc. 10 cm in width and setting in cement mortar (1:4), complete all as specified and directed.
2
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M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM (1:4) finished even and smooth without using extra cement all as specified and as directed.
23
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M & L for preparing newly plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of primer (Priming the plastered and other surface with alkali resistant priming paint) all as specified and directed.
23
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M & L for providing precast cement concrete with (1:2:4) type B1 (using 20mm graded stone aggregate) in landings, cover slabs (for drain etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar complete with joints to match all as specified and as directed.
Note : Reinforcement shall be measured and paid separately.
1
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M & L for mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips all as specified and as directed.
64
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