Construction of Bridge over Nampo Khala at 1.50 Km on Sarisa to Ikda road in the District of Balasore under SBY for 2026-27.

Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Engineer in Charge.

Providing and Laying of bored cast-in-situ M35 grade R.C.C. Pile of 1200 mm dia etc complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. etc. complete as per the direction of the Engineer in Charge.

Providing and laying Steel liner of 8 mm thick in pile including Fabricating and setting out as per detailed drawing. etc. complete as per the direction of the Engineer in Charge.

Sinking of steel liner plate for pile including cost of all labour & machinery etc complete as per specification & direction of the Engineer in charge.

Reinforced Cement Concrete M 35 Grade using 20mm down graded chips in superstructure etc. complete as per specific ation & direction of the Engineer-in Charge.

Pile Cap

Supplying, Providing & laying reinforced cement concrete M-15 grade (cast-in-situ) as per design mix prepared under relevant IS/IRC codes concrete using graded crushed stone aggregate, cement and coarse sand of approved quality and quantity in wing walls, retain walls & curtain walls as levelling course using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering secured tools & plant equipments & including all inclusive costs, all operations, contingencies incidentals involved for the finished defect free items of work complete to satisfaction but excluding cost of reinforcement complete as per drawing and technical specification Part I/II under section 1500,1700 & 2100 of MORTH specification for Road & Bridge works (4th revision) and as directed by Engineer or his representative full satisfaction.Providing PCC M15 as leveling coarse below pile caps & as per section no.1500,1700 & 2100 of Specification for road & bridge work MoRT&H (4th revision)

Plain Cement Concrete M 15 Grade using 40mm down graded chips in Foundation and Plinth etc. complete as per specific ation & direction of the Engineer-in Charge. (Toe Wall)

Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure etc.complete as per direction of Engineer-In-Charge.

Abutment & Pier Shaft