Construction of Storm Water Drain And Paver block At MGR Nagar,near West cross street, Ward no 23, In Aranthangi Municipality.

Earth work excavation for foundation, in all soil sand sub- soils (vide SI No:50+62) and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring, shuttering, bailing out water wherever necessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick well rammed and depositing the surplus earth with in the compound in place shown by the departmental officers within an initial lead and lift and clearing and levelling the site etc.,complete -

Plain Cement concrete 1:4:8 (one cement, four sand, eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and well rammed and compacted,etc., complete coplying with standard specfication.

Centering for soffits of RCC Slabs of plain surface like lintels, beams , etc., including strutting 1.10m height using mild steel sheets of size 90cm x 60cm x B.G 10 stuffiened with M.S angles of size 25mm x 25mmx3mm laid over silver Oak (C.W) joists of size 10cmx6.5cm (spaced at about 90cm c/c ) and supported by casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10m2 (P&D) Data 38

Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Plastering with cement mortar (1:4) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)

Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.