Improvements Desilting, Strengthening the bund to Kalichakulam at Sendurai 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)

Dismantling without damaging the nearby structures if any, clearing away and carefully stacking materials useful for reuse for any thickness of walls in Brick/Stone masonary in lime mortar walls under 3m high as directed by the engineer-in-charge of the works and as per technical specification

Dismantling without damaging the nearby structures if any, clearing away plain concrete as directed by the engineer-incharge of the works and as per technical specification

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

Supplying and erecting steel centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for RCC column footing column plinth beam, roof slab, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (Country wood) scantings of size 10cm x 6.50cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete. complying with satndard specification and as directed by departmental officers including conveyance of all materilas to site and proper centering etc complete

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

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