SR to Ramagiri Puturupada Rudayagiri road such as providing PCC Toe wall at 4.000 to 4.050km LEFT SIDE for the year 2025-26

Earth work in excavation of foundation in hard soil or gravelly soil with all leads and lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour, labour CESS, T&P and dewatering if required for the work etc. complete in all respects as directed by the Engineer-in-charge.

Supplying & filling in foundation and plinth with good quality river sand in layers not exceeding 23cm in depth and compacted with watering, ramming, dressed and leveled the top surface to required gradient including cost , conveyance , royaoity of all materials, cost of all labour, T&P, etc.required to complete the work in all respect as per direction of the Engineer-in-charge.(Measurement willl be taken on finished compacted section only)

Providing and laying cement concrete (1:3:6) in foundation & plinth using 40mm size black hard granite crusher broken metal and screened and washed sharp river sand of approved quality from approved quarry as per approved design including hoisting, lowering, laying and compacting to proper thickness, watering and curing for the required period, finished smooth, providing grooves or beads where necessary including cost, conveyance, royalty of all materials with labour, labour CESS , and T&P etc. required to complete the work in all respect including dewatering if required as per direction of the Engineer-in-Charge.

P.C.C.M-15 Grade in Foundation & Sub-structure bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Providing weep holes in brick masonry / Plain / Reinforced cement concrete abutment, wing wall / return wall with 100mm dia. A.C Pipe, extending through the full width of the structure with slope of 1 V : 20 H towards drawing face including cost, conveyance, royalty of all materials, cost of all labour T & P etc. complete the work in all respect as specification and direction of the Engineer-In-Charge .

Filling foundation and plinth & sides of foundation with excavated materials (excluding rock), in layers not exceeding 20 cm in depth including watering and ramming and dressing and leveling the top to proper level, lead up to 50 m and lift upto 1.5 m or gradient including cost of all labour, labour CESS,sundries and T&P etc. complete in all respect as per direction of the Engineer-in-Charege