Details: earth work excavation and depositing on bank within initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton, soil, hard red earth, shales, murrams gravel stoney earth and earth mixed with small size boulders and hard gravelly soil as per ss 20b for foundation. supplying and filling in foundation and basement with filling m sandin layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. cement concrete 1:4:8 ( one cement four sand and eight aggregate ) mix using 40mm iss size hbg metal including cost conveyance of all materials to site including conveyance of all materials the work site and all other incidental charge for laying, compacting, curing etc. complete. centering for side and soffits of plain surface including strutting 3m high using ms steel of size 90cm and 10 gauge fitted with ms angle of size 25 x25 x 3mm laid over silver oak (c wood) fasts of size 10 x6.50cm spaced at about 90
Sector: Municipality