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 Internal Road At Khumbathang Under Ge Khumbathang in Kargil, Ladakh, with an estimated contract value of Rs. 3,48,00,000. The bid opening date for this tender is 20-02-2025 and the last date for bid submission is 06-03-2025. Interested bidders for Military Engineer Services tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class 'A' and above.
Technical Capacity
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The required prior work experience for the bidder includes satisfactorily completion of requisite value works for contractors not enlisted with MES, who should meet the enlistment criteria of 'A' Class & ‘a(v)’ category contractor. The details of work completed and under progress in MES should be submitted, including the value of the contract. However, specific values and percentages of similar works completed are not mentioned. For MES enlisted contractors of one class below the eligible class, they should have previously completed similar works satisfactorily, with the value of tendered work being less than twice the tendering limit of such contractor. No specific percentage of similar works completed is mentioned.
Costs
EMD
₹ 4,23,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_677065_3Bid Award Id
ViewTender No
80051/27/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Cement concrete 1:2:4 (using 20mm aggregate crushed stone aggregate) type B-1 as in Cement concrete in foundations, filling and mass concrete for post holes etc, complete all as specified and directed by Eng-in-Charge
75.3
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Mild Steel Work as in crash barrier / compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including MS beams, W beam, channels, pillars, lattice bars, stiffeners, gusset plates, etc as required and fixed with M-16 bolts as per IRC direction/ manufacturer instruction or as directed by Engr-in-charge, including two coats of synthetic enamal paint (colour & design as required) on exposed surfaces over and including one coat of red oxide primer, complete all as specified and directed by Engr-in-Charge.
13185
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Applying evenly a tack coat with paving bituminous primer VG-10 at the rate of 10Kg per 10 Sqm of WMM road surface, complete all as specified and directed by Engr-in-Charge.
1267.64
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Cast in situ cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregates) as in solid blocks (Kerb stone) exc 10 cm in width and setting the joints not exceeding 1.5m in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge.
251.53
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Excavation over area in hard/dense soil n exe 1.5 deep and getting out by using mechanical means, complete all as specified and directed by Engr-in-Charge.
390
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Preparing bituminous surfaces of road and marking 2 mm thick centre lines, stop lines, dashes arrows etc and the like n exc 10 cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturer instructions, complete all as specified and directed by Eng-in-Charge
479.1
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150mm thick consolidated thickness WMM in two layers (each 75mm thick) with course stone aggregate of grading 2 (63 to 40 mm) or of grading 3 (50 to 20mmsize) of granite trap or basalt spread, watered and rolled with 8 to 12 tone power roller for required gradient and camber, complete all as specified and directed by Engr-in-Charge.
1267.64
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200mm thick (Spread thickness ) soling with broken boulders (size 100 to 50mm) of quarried stone spread and leveled interstice filled, surface formed and rolled with 8 to 12 tone power roller for required gradient or camber, complete all as specified and directed by Engr-in-Charge.
1267.64
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Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil by using mechanical means, complete all as specified and directed by Engr-in-Charge.
13410
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Removal of excavated material by using mechanical means to a distance not exceeding 50 mtr and depositing where directed at a level n exc 1.5 mtr. above the starting point, complete all as specified and directed by Engr-in-Charge.
2401.5
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Metal tubular dealineator mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1, complete all as specified and directed by Engr-in-Charge.
300
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Rolling and consolidation of formation surfaces with power roller exc 8 tone n. exc 12 tone, complete all as specified and directed by Engr-in-Charge.
1267.64
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