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Providing Cement Concrete Road Towards New Shed At Emsd Cherlapally Ecil Hyderabad, Hyderabad-Telangana

Boards / Undertakings / PSU has published Providing Cement Concrete Road Towards New Shed At Emsd Cherlapally Ecil Hyderabad. Submission Date for this Tender is 13-02-2023. Road Work Tenders in Hyderabad Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

35980102
Providing Cement Concrete Road Towards New Shed At Emsd Cherlapally Ecil Hyderabad
Open Tender
Indian
Telangana
Hyderabad
13-02-2023

Tender Details

Providing Cement Concrete Road Towards New Shed At Emsd Cherlapally Ecil Hyderabad-- 1 1.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size 2 1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 3 2 Supplying and filling good earth in layers, required depth, consolidating, rolling, ramming, watering etc., complete and as directed by Engineer-in-charge. 4 3 Providing concrete cutting of 50mm epth and 6mm width with machine etc., complete and as directed by Engineer-in-charge. 5 4.1 Providing and laying in position bitumen hot sealing compound for expansion joints etc., complete and as directed by Engineer-in-charge. Using grade sealing compound Please read the unit as per cm depth per 6mm width per metre length. 6 5.1 Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete 7 6 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. 8 7 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 9 8.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

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