tender for interlocking work from the main road to bhumihar basti to chauhan basti in gram sabha baraki - earthwork in cutting or in embankment in ordinary soil excavationpits 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 cutting to be used in making embankent or to be deposited as spoil banks within 30m (100) distance as directed by the e/i. s.i.no-253i/c mechanical compaction in layer by road roller dsr 1.1.2 2 excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m, from the foundation trenches including all t & p phowarah and basket etc. complete.s.i. no-251 3 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 work s.i. no-273 4 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 5 12 mm thick cement plasterin 1:4 cement morter i/c all material labour t&p proper complition to the work . s.i. no-584 6 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 rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 7 providing and laying ofrubber moulded ( red colour/ grey colour ) interlocking concrete block pavement havings thickness 80 mm including leveling and dressing of surface to required laval and slope spriding and moisting 30 mm thick local sand on bend filling joints with local sand etc . for proper complition of the work as per drowing and tecnical specification clause 1504 . 8 50 % grey 9 50 % red 10 layingcement concrete p.c.c.) roadwith 2 cm gauge approved stone ballast approve coarse sand and cement in the proportion of 1:2:4 including supply of all materials labour and t&p etc required for proper completion of the work. 279 (b) 11 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