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Tendering Authority: Military Engineer Services
Tender ID2929149
Organisation NameMilitary Engineer Services
Tender BriefCorrigendum : Addition Alteration And Special Repairs To Building No. 41, 44 To 46, 66, 66a And 112 In Dmrl, Hyderabad
Last Date For Submission9th Mar, 2026
Opening Date12 Mar, 2026
Cost
Document Cost2000.00
EMD402000.00
Estimated Cost32700000.00
Location
CitySecunderabad
StateTelangana

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BOQ Items
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1Dismantling galvanised steel sheet roof including ridges, hips, valleys and gutters etc; and stacking the materials with 50 metres lead complete all as specified and directed. 8.00SQUARE METRE
2Providing and fixing 0.56mm galvalume colour coated profile sheet with centre to centre pitch of 175mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm overall profile width of 1144, cover width 1050mm at all height, levels and locations colour finish galvalume alloy roofing sheets of alloy and dimensions as per IS standard with characteristics of good formability and corrosion resistance complete all as specified and directed.8.00SQUARE METRE
3Providing and spray applying two component hybrid polyurea polyureathane waterproofing system at all levels for terrace waterproofing by the manufacturer or his approved applicator consisting the following operations (Horizontal Surfaces): (a) Dismantling and removing the existing APP layer alongwith protective screed of concrete if any including disposal of malba.1800.00SQUARE METRE
4(b) Grinding the surface to remove clinged APP layer and dirt, dust & grease etc; and treating the surface as recommended by manufacturer and there after treated cracks, holes etc; with surface polymer modified cement mortor and ponded with water for 24 hrs for testing of leakage or seepage. (c) Providing and applying by spray or brush two component solvent free rasin / epoxy primer mixed in proportion by volume / weight as recommended by manufacturer over cement concrete surface after 14 days having consumption from 0.20 to 0.40 Kg/Sqm depending on the porosity and undulations of the surface.
5(d) Providing and sprinkling sand as recommended by manufacturer over freshly laid primed tacky surface @ 0.25 to 0.4 Kg/Sqm as decided by the Engineer-in-Charge. (e) Over sandy surface providing and spray applying two component hybrid polyurea polyureathane coating system. Solvent free mixed in proportion by volume / weight as recommended by the manufacturer having elongation > 400%. Shore A Hardness > 75 (after 28 days). Tensile stregth of minimum of 10 MPa as per DIN/ASTM and tear strength of minimum 30 N/mm as per DIN 53515 or minimum 45 N/mm as per ASTM D624 and having dry film thickness of two coats shall be minimum 1.5 mm and 20 sec maximum gel time / reaction time.
9th Mar, 2026

6 Days Left