Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 May 2025
Closing Soon30 May 2025
Tender Amount₹ 37,59,000
Costs
EMD
₹ 75,200Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_706395_1Tender No
GE(I)/KAN/T-05 OF 2025-26Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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M&L for cement concrete Type D2 (1:4:8) (using 40mm graded stone aggregate) as in foundations,filling and mass concrete complete all as specified and directed.
37.5
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Providing and laying at or near ground level factory made kerb stone of size 300x300x120mm, M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required including painting of exposed surfaces in alternate colour (black/ yellow) complete all as specified and directed.
800
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Demolition of concrete in ground floors and paving n exc. 15cm thickness (below or above ground level) un-reinforced concrete & removal of rubbish beyond defense land complete all as specified and directed.
39
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Providing and laying microsurfacing course, comprising of dry fine aggregates conforming TYPE-II grading (4 to 6 MM) of specification as per IRC: SP-81-2008, polymer /latex modified cationic bitumen emulsion, Ordinary Portland cement as filler, chemical 1 additives and water, including proportioning, mixing and laying of microsurfacing coarse using mechanised machine and laying unit all complete as per IRC SP-81 and MORTH specifications complete all as specified and directed.
4400
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M&L for cement concrete Type B0 (1:2:4) (using 12.50 mm graded stone aggregate) as in edging portion of paver block for proper matching with existing surface complete all specified and directed.
1.5
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M&L for sand filling under floor or in foundation including watering and in consolidation complete all as speified and directed.
26.5
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M&L for Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt/dust etc and applying evenly a priming/tack coat with bituminous tack coat with catonic bitumen emulsion of grade RS-1 pressure sprayer @ 2 kg/10 Sqm complete all as specified and directed.
440
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M&L for premixed Semi Dense Asphaltic Concrete 30 mm thick consolidated thickness with VG-30 (paving bitumen) (min marshall stability 820 kg) laid in single layer with min 5.5% binder content and min 2 % cement filler mix of total mix combined grading and mix proportion should be ascertained as per IRC:111-2009 and should be used for execution after obtaining design mix / job formula from approved lab/ CTL. Mix to be prepared through hot mix plant and laying to be done using sensor paver, rolled and compacted to required camber and gradient using 8 -12 tonne vibratory roller complete all as specified and directed.
Note - Before execution of design mix/ job mix formula should be approved br GE after verifying credentials of report obtained.
440
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M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment (Red & yellow) complete all as specified and directed.
750
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Demolition of Stone slabs and tiles laid bedded and pointed in any mortar of any description or thickness in floors, aprons etc complete all as specified and directed.
75
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