Tungabhadra Board Tender

Permanent restoration work to Hagari Aqueduct;Supplying and filling in plinth with sand under floors, foundations of bridges including watering, ramming, consolidating and dressing complete. etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts . etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Bored cast-in-situ M35 grade R.C.C. pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m. For Pile diameter 1000 mm etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for steining of wells including fabricating and setting out as per deatiled drawing. etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Providing and laying in position Reinforced cement concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). For M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Supplying, Fitting and placing un-coated TMT Fe 500 & above bar reinforcement in Foundation complete as per drawing and Technical specifications. etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Providing structural steel for Super structure complete as per drawing and Technical Specification. etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;M70 Garde Self campacting concrete; Providing self compacting cement concrete of M70, which can attain M40 in 7 Days using 12mm downsize aggareates poured having Cement content should not be more than 450Kg/Cum, Water/Cement ratio -max 0.33 and slump flow -200mm, including leak proof formwork, centering, shuttering, scaffloding, complete in all respects as per drawings and specfications (Excluding stell reniforcement) including curing with all Lead and Lifts etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Supplying of Cribs of size 180X 60 X 60 cms to site of work on hire basis including tranportation etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Supplying of jungle wood battons of size 180 x 10 x 10 cms to the site of work on hire basis including all tranportations etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Crawler Mounted Crane 35 tonne capacity etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Generator 125KVA etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Jack for lifting 40 tonne lifting capacity etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Dewatering pump 10 HP etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Boom Placer etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Dynamic pile load test etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Ultrasonic Cross Hole Test on Pile etc., complete as per specifications and as directed by the Engineer-in-Charge

Permanent restoration work to Hagari Aqueduct;Integrity testing of Pile etc., complete as per specifications and as directed by the Engineer-in-Charge