Improvements, Desilting, Strengthening the bund to Periya Eri in Pilakurichi Panchayat in Sendurai Block of Ariyalur District Under AGAMT 2022-23

Amount

Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers

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 (Main 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 Channel)

Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth

Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed, watered and compacted complete complying with standard specification

Cement concrete 1:4:8 mix (one cement four sand and eight hard broken stone) using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing, etc., complete as per standard specification

Cement concrete 1:3:6 mix (one cement three sand and six hard broken stone) using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing, etc., complete as per standard specification

Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete

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}

EZHILMARAN V