tender for construction work of internal road and sewer in village karuhua, part 6. 450m sewer and 360m interlocking - dismantaling of brick soiling 2 earthwork in cutting /fillingin imbankment inordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20) in depth and earth work in enbankment to be in 20cm (8) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5) lift and 30m (100) lead. the earth form by cartege up to 6kmdistance as directed by the e/i. s.i. no 253analysis 3 earthwork excavation in foundation inordinary soil excavation to earth work in enbankment to be in 20cm (8) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5) lift and 30m (100) lead. the earth form by cartege up to 6 kmdistance as directed by the e/i. s.i. no 251 4 concrete with 4cm. gauge brick ballast, sand of 1.25 f.m. and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the works.i. no-273 5 m-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and t&p etc. required for proper completion of work.s.i. no-305 6 12 mm thick cement plasterin 1:4 cement morter i/c all material labour t&p proper complition to the work . s.i. no-586 7 relaying of brick soiling 8 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at omc, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(gsb grade i) 9 providing and laying of interlocking concrete block pavement havingthickness 80 mm including leveling and dressing of surface to required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504 10 red 11 grey 12 cement concrete with 20 mm. gauage approved stone ballast, approve coarse sand and cement in the porportion of 4:2:1 including supply of all materials, labour and t&p etc. required for proper completion of the work. s.i. no-279 (b) 13 s/fixing of infomatarym.ssign board size (1.2x0.90) made of 18 mm gauge m.s.sheet fixed in isa 40x40x5 mm frame supported in back side by 40x5 mm fiat iron on all four side along with two vertical pont of 2.15 mt from bottom of frame of angle iron isa 40x40x5 mm with 150 mm long horizontal lag at bottom braded with 40x5 mm flat iron ellectrically welded and pointed with one coat red oxide primer s.s. no. 503 14 earth work excavation in foundation in conker mix soil. 15 concrete 1:4:8 in foundation and 16 supply & fixing of 300mm np2 hume 17 inside size 120x90 cm and 90 cm deep including c.i cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116kg (weight of cover 58kg and weight of frame 58 kg) with common burnt clay f.p.s. (non modular bricks of class designation 7.5 18 extra depth for manhole(size90x90cm)dsr code no.19.8.1.2