Military Engineer Services Tender
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The MES has issued a formal invitation for competitive bids for the Military Engineer Services project, for Provn Of Covered Shed On Main Entrance Gate And Assembly Hall To Class Room At Cgps, Campbell Bay Under Ge(i) Campbell Bay in Nicobar, Andaman & Nicobar Islands, with an estimated contract value of Rs. 43,50,000. The bid opening date for this tender is 08-02-2024 and the last date for bid submission is 27-02-2024. Interested bidders for Military Engineer Services tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 Feb 2024
Closing Date27 Feb 2024
Tender Amount₹ 43,50,000
Costs
EMD
₹ 87,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_639156_1Bid Award Id
ViewTender No
8113/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 hard core of guage n.exc 63mm of broken stone or boulders deposited, spread and levelled in layers n.exc 15cm thick, water and rammed to a true surface but except material complete all as specified and as directed.
5.5
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M & L for chequered cement concrete tiles 20cm x 20cm x 25mm thick, set jointed and pointed in neat cement slurry in floors with mixture of white and grey cement in equal proportions and no pigments over and including 20mm thick screed bed in CM (1:6) complete all as specified and as directed.
175
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Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/ dense soil all as specified and as directed.
38
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S & F 110mm dia PVC (SWR) pipes double socketed in any length with rubber ring joints fixed with wall including all connecting accessories complete all as specified and as directed
52
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Demolition of cement concrete (unreinforced) in ground floor and pavings n.exc 15cm thick below or above ground level complete all as specified and as directed.
17.5
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M & L for providing 125mm thick PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base of floor complete all as specified and as directed.
175
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M & L for preparing new or previously untreated steel surface of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
310
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S & F pre-painted galvalume aluminium zinc coating GI based corrugated mild steel sheet 0.50mm thick of any colour with two corrugations side lap having tensile strength of minimum 550 MPa as in roof covering/ cladding to wall, fixed with L-type or J-type or cranked hook bolts in lieu of screws complete all as specified and as directed.
250
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S & F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick 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.
40
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S & F for PVC (SWR) bends/ shoe any radius 110mm bore complete all as specified and as directed.
12
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M & L for PCC (1:2:4) type B-2 (using 40mm graded stone aggregate) as in foundation, fillings and mass concrete complete all as specified and as directed.
1.5
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S & F for 1.00mm thick galvanised steel sheet as in valley gutters fixed with rivets or other suitable arrangements over MS brackets, trapezoidal shape of required profile with desired slope etc., complete all as specified and as directed.
50
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