tender for belrayan rasing height of apron of sugar godown no. 2 and 6 - earth work in excavation by mechanical means (hydraulic) excavator)/manual means foundation trenches or drains (not exceeding 1.5 m in wisth or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dressing of sides and ramming of bottoms, for all lift up to 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.all kinds of soil. (d.s.r.no. 2.80) 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level. 1:5:10 (1 cement: 5 coarse sand (zone –iii) : 10 graded stone aggregate 40 mm. (d.s.r.no. 4.1.10) 3 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (d.s.r.no. 2.27) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5in foundation and plinth in.cement mortar 1:6 (1 cement : 6 coarse sand) (d.s.r.no. 6.1.2) 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5in superstructure above plinth level up to floor v level in all shapes and sizes in :cement mortar 1:6 (1 cement : 6 coarse sand) (d.s.r.no. 6.4.2) 6 cement concrete flooring 1:2:4 (1 cement 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry but excluding the cost of nosing of steps etc. complete.40 mm thick with 20mm nominal size stone aggregate. (d.s.r.no. 11.3.1) 7 12 mm cement plaster of mix :1.6 (1 cement: 6 coarse sand) (d.s.r. no. 13.4.2)