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Tendering Authority: Military Engineer Services
Tender ID3727160
Organisation NameMilitary Engineer Services
Tender BriefCorrigendum : Special Repair To Existing Bituminous Road From Mt Shed To Main Gate And Dal Shed To Hygienic Shed Of 60 Coy Asc (sup) Type G Under Age Br(s) No Ii Of Ge(s) Secunderabad.
Last Date For Submission11th Apr, 2026
Opening Date18 Apr, 2026
Cost
Document Cost500.00
EMD59100.00
Estimated Cost2952000.00
Location
CitySecunderabad
StateTelangana

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BOQ Items
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1Repair to pot holes any depth, not exceeding 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25mm in depth, making good by applying a tack coat @ 5 Kg/ 10 Sqm , putting in premixed bituminous macadam , well rammed and sealed with binder 9.8 Kg / 10 m2 ,blinded with 0.09 m3 of stone chippings 6.3 mm size and again well rammed (including supply of premixed macadam ,binder and chippings l) depth of holes exceeding 30mm.6.00X Sqm
2M&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. complete all as specified and as directed280.00X Sqm
3Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed.280.00X Sqm
4M&L for premixed bituminous macadam using paving bitumen of grade VG-30 @ 4% by wieght of tatal mix laid / rolled with power road roller 8 to 12 Tonne capacity and compacted to required gradient and camber ( consolidated thickness 75 mm or less ) all as specified and directed .4.50Cum
5Bituminous premix semi dense asphaltic concrete (SDAC) 30mm (consolidated thickness) in single layer using paving bitumen of grade VG-30 with 5.5% minimum binder content mixed by weight of total mix as wearing course, using hot mix plant and laid by using mechanical sensor paver, rolled and compacted to required camber and gradient complete all as specified.(Note: No Extra payment shall be paid to the contractor for more quantity of bitumen than mentioned in Sch 'A'.)280.00X Sqm
11th Apr, 2026

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