Permanent Restoration of road from (Kujjer Tengbal) Package No.JK01-08

Permanent Restoration of road from "Kujjer to Tengbal" Package No: JK01-08

PART (A) PCC Drain

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil (a) drain in stretches

P/L of stone Soling beneath concrete drain and walls

Providing and laying in position cement concrete of specified grade M-10 including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:3:6 ) using 20 mm nominal size aggregates

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:2:4) using 20 mm nominal size aggregates (Drain )

Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using River Bed Material

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Approach slab ,Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500 or more.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Approach slab

PART (B) R Wall

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

P/L of stone Soling beneath concrete drain and walls

Providing and laying in position cement concrete of specified grade M-10 including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:3:6 ) using 20 mm nominal size aggregates

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:2:4) using 20 mm nominal size aggregates

Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using River Bed Material

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete R WALL

Providing weep holes in plain/reinforced cement concrete abutment, wing wall & return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204. 3.7.Including cost and carriage of all materials from approved source to site with all leads and lifts and octori etc complete job (Finished work to be measured)

onstruction of Hard Shoulders using Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.