Construction of Retaining wall at Elkhill Public Toilet Back Side Ward no 31 in Udhagamandalam Municipality

Amount

Earth work excavation for LEVELLING in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10

Earth work for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10

Conveyence of excess earth to a distance of 5 km by lorry including loading and unloading etc., complete

Plain Cement concrete 1 : 4 : 8 (one cement, four sand and eight aggregates) using 20mm and 40mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS

Supplying and erecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm etc. complete complying with standard specification

Plain Cement concrete 1 : 3 : 6 (one cement, three sand and six aggregates) using 40m and 20mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS

Plastering with cement mortar 1:4 (One cement and four sand) 20mm thick with well fine screened sand etc., complete including finishing the surface and curing charges etc., complete complying with standard specification and as directed by the departmental officers.

Supply and fixing of 75 mm PVC pipe etc., complete

NANDAKUMAR