5. Desilting and Deepening of Chinna Eri at Kodukkur Panchayat in Andimadam block of Ariyalur District under AGAMT 2025-26

Amount

Earthwork in all soils except hard rock requiring blasting and conveying with a lead of 0 to 100m by deploying earth moving machineris and tippers for formation of bund in layers of suitable thickness, depending upon type of compaction equipment developed and not exceeding 23cm thickness, benching of slopes prior to placement of earth fill including extra earth filling, breaking clods, watering of OMC and compaction of each layer to 95% of proctor density throudh deployment of appropriate compaction equipment 8 -10 tonne power roller - vibratary power roller short width (+/- 0.90m width durm) power roller or vibratory roller ensuring compaction of designed bund section and also ensuring compaction of earth fill and side slopes through the deploment of hydraulic excavaters with steel plate fixtures attached to their booms / heavy power roller capable of climbing 1:5 (Horizontal) 1:10 (Vertical) slope including side slopes as directed by the eninner in charge of works and as per technical specification ( Outer bond, Baby pond)

Earthwork in all soils except hard rock requiring blasting and conveying with a lead of 0 to 100m by deploying earth moving machineris and tippers for formation of bund in layers of suitable thickness, depending upon type of compaction equipment developed and not exceeding 23cm thickness, benching of slopes prior to placement of earth fill including extra earth filling, breaking clods, watering of OMC and compaction of each layer to 95% of proctor density throudh deployment of appropriate compaction equipment 8 -10 tonne power roller - vibratary power roller short width (+/- 0.90m width durm) power roller or vibratory roller ensuring compaction of designed bund section and also ensuring compaction of earth fill and side slopes through the deploment of hydraulic excavaters with steel plate fixtures attached to their booms / heavy power roller capable of climbing 1:5 (Horizontal) 1:10 (Vertical) slope including side slopes as directed by the eninner in charge of works and as per technical specification (Inlet and Outlet channel)

Cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and labour charges etc.,

Supplying and recting steel centering including cost and conveyance of all materials to site and labour charges etc.,

Provision for Name board

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

Shuruthi Engineering (BID ID -1327368)