02/SE/2021-22 (LOT01)

Amount

Earth work in Foundation in dry soil (loam clay or sand) including lift upto 1.50 m and lead up to 30 M and including back filling watering and ramming of excavated earth in to the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge up to distance of 30M from the foundation trenches.

Providing & laying of CC M-15 (1:2:4)including all cost of material, labour and T&P etc required for proper completion of work as directed by Engineer-in- charge.

Providing & laying of RCC M-20 design mix and coarse sand including all cost of labour, material and T&P etc required for proper completion of work as directed by Engineer-in- charge.

Providing & laying of RCC M-30 design mix and coarse sand including all cost of labour, material and T&P etc required for proper completion of work as directed by Engineer-in- charge.

Centering and shuttering for ordinary CC work as required including all cost of labour, material and T&P etc required for proper completion of work as directed by Engineer-in-charge.

Centering and shuttering for all RCC works as required including all cost of labour, material and T&P etc required for proper completion of work as directed by Engineer-in-charge.

Providing & fixing Nomotax board in expension joints including cost of all labour and T&P etc required for proper completion of work.

Furnishing and placing steel reinforcement including cutting, bending, binding and palcing in position including cost of all material, labour and T&P for proper completion of work.

Providing & filling 20mm thick expension joint in 1:1 mix with sand including cost of all material, labour and T&P for proper completion of work.

S/F 150mm wide P.V.C. water stop seal i/c all cost of material, labour and T&P etc complete.

Providing & fixing 20mm expension joint with angle iron on both side and 6mm thick steel plate over angle iron welded contineously including all cost of labour, meterial and T&P etc complete required for proper completion of work or as directed by Engineer-in- charge.

Providing & laying local sand for back filling along the abutment and wing walls i/c all cost of material, labour T&P etc for proper completion of work.

S/F 225mm wide P.V.C. water stop seal i/c all cost of all material, labour and T&P etc complete.

Providing & Fixing year plate in position i/c cost of all material, labour and T&P for proper complition of work.

Providing & Fixing B.M. plate in position i/c cost of all material, labour and T&P for proper complition of work.

Providing & Fixing wheel guard in position i/c cost of all material, labour and T&P for proper complition of work.

Providing & Fixing sign caution board in position i/c cost of all material, labour and T&P for proper complition of work.

Providing & fixing 110mm dia GI pipe for utility service i/c all cost of labour, meterial and T&P etc complete required for proper completion of work or as directed by Engineer-in- charge.

Earth work in Filling in making canal section, approaches and diverson i/c all lead lift, compaction dressing as required for proper completion of work i/c all cost of labour, material and T&P etc as Directed by Engineer-in-charge.

Supplying and laying brick ballast i/c all lead and lift, compaction, dressing as required for proper completion of work i/c all cost of labour, meterial and T&P etc complete.

Providing/laying brick on edge i/c all material T&P etc complete.

Providing and appling tack with VG-10 Bitumenous surface at the rate of 0.30 KG/Sqm on the prepared surface of bituminous cleaned with hydraulic as per Technical Specification clause 503.

Providing and laying dence graded bituminous macadam with 100-120TPH batch type HMP providing an average output of 75 tonnes per hour using crushed aggregates of specified grading permixed with bituminous binder @ 4.5 percent by wieght of total mix and filler transporting the hot mix to site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No 507 complete in all respects.

Providing and laying bituminous concrete with 100-120TPH batch type TMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading permixed with bituminous binder @ 5.40 to 5.60 percent of mix and filler transporting the hot mix to site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No 509 complete in all respects.

M/s RIDAM ASSOCIATES