tender for road construction work from kuru rajput basti to vishkarma basti in kachhwa kapsethi marg - earthwork in excavation for structures as per drawing and technical specifictions clause 305.1 including setting out. construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lead of 50 m. dressing of sides and bottom and backfilling in trenches with excavated suitable materials as per mord 11.1 - 300 2 concrete with 4cm. gauge stone ballast, approved coarse sandand 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-281 3 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. 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 plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204 6 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 . 7 70% gray 8 30% red 9 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) 10 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