Formation of Approach Road From Peruvala canal to temple car parking and 0 - 300 m (on Both Banks) Retaining wall in Peruvala Canal at Arulmigu Mariamman Temple, Samayapuram, Trichy District

Dismantling Clearing away carefully the stacking materials useful for reuse of any thickness of PCC Concrete etc. Complete complying with standard specification

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

Earth work excavation for foundation (for open excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Earthwork excavation in soft desintegrated rock except Kankar / Soft disintegrated rock not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.

Construction for sub- grade and earthen shoulders with approved material obtained from road side cutting with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.300-2 in layers not exeeding 250mm thick and comapctinng it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximim dry density and finish the surface to the required camber, grade and cros section etc., spreading by dozer grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete within a lead 1km, all lifts, loading, unloading, all labour, hire charges of machinery etc., complete(New formation) imported Soil

Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)

Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.

Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Refilling with Excavated earth Soil complying with a standard specification for filling in the foundation trench including labour charges etc., complete.

Cement Concrete 1:5:10 (One Cement, Five M sand and ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification