NIT No.52/G. 2026-27 Dated :- 25.06.2026

Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all type strata like soil,soft rock,hard rock etc. including all materials and or as required including converving the loose/undisturbed soil sample and rock core sample serially numbered at site of work ,performing other tests at site such as SPT etc. as per direction of Engineer in charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore long along sheet with required test reports as per IRC 78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer in charge.

(ii) Beyond 1.0 m upto 5.0 m depth

(iii) Beyond 5.0 m depth

UOM Name

Percentage

% of Cost of Bridge (excluding Maintenance) sanctioned by competent authority

Per mile

1000 piece

Print

Per Diem Rate

MAN DAYS

1 Piece

1 Strip

PRINT