Rehabilitation of Tharuvai Regulator and outlet at the confluence point of Pachaiyar River cum Flood Carrier Canal in Tharuvai Village of Palayamkottai Taluk of Tirunelveli District.

Dismantling clearing away and carefully stacking materials usefull materials for reuse for any thickness of walls in brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard specifications and as directed by the Engineer incharge of work. (SI 12) Page no.21

Dismantling the existing Plain Cement Concrete over Cut Stone Slab in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

Dismantling clearing away and carefully stacking materials usefull materials for reuse for removal of cut stone slabs etc., complete complying with standard specifications and as directed by the Engineer incharge of work

Dismantling clearing away and carefully stacking materials usefull materials for reuse for dismantling lime concrete etc., complete complying with standard specifications and as directed by the Engineer incharge of work

Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with an extra lead of every 0 to 100m deploying earth moving machineries and tipper including benching formation of bunds breaking clods sectioning etc.,complete

Earth work excavating and depositing on bank with initial lead of 10m and initial left 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam, and ordinary soil including excavated earth - Open Excavation - S.S.20B

Earth work Excavation in hard stiff clay,stiff black cotton soil, Hard red earth, shales, murrams, gravel, stoney earth and earth mixed small size blouders and hard grvelly soil depositing on bank including shoring strutting and bailing out water wherever necessary, well rammed consolidated and deposting the surplus earth in places as shown by the departmental offices with an initial lead of 10metres and initial left of 2 metres and clearing, levelling the site etc., complying with standard specification and as directed by the departmental officers. (For open excavation)

Earthwork for foundation SDR - (Not Requiring Blasting) excavating and deposition on bank with initial lead of 10m & initial lift of 2m in soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting depositing on bank including shoring strutting and bailing out water wherever necessary, well rammed consolidated and depositing the surplus earth in places as shown by the departmental officers etc., complete as per relevant standard specification.

Earthwork for foundation SDR - (Not Requiring Blasting) excavating and deposition on bank with initial lead of 10m & initial lift of 2m in soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting depositing on bank including shoring strutting and bailing out water wherever necessary, well rammed consolidated and depositing the surplus earth in places as shown by the departmental officers etc., complete as per relevant standard specification

Earthwork for foundation SDR - (Not Requiring Blasting) excavating and deposition on bank with initial lead of 10m & initial lift of 2m in soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting depositing on bank including shoring strutting and bailing out water wherever necessary, well rammed consolidated and depositing the surplus earth in places as shown by the departmental officers etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.