tender for construction of interlocking tiles in ward no 16 ; 2 earth work in filling or in embankment in ordinary soil, eccavation to be in the from of regular pits not exceeding 1 / 2 meter ( 20 ) depth and earth work in embankment to be in 20 cm. ( 8 ) layers including eamming and dressing the surface to required levels and slopes and also including 1.50 m ( 5ft. ) and 5 km lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 5 km distance as directed by the engineer-in charge. ( s.i no. 253 ch-4 ) but excluding g.s.t 3 m-150 class brick work in ( 1:4 cement c / sand mortar drain in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of work.s.i.no. ( 307 ) a but excluding g.s.t 4 12mm thick plastere in 1:4 mortar drainone part of cement and fourpatr approved f / sand including supply of all metrials, labour, and t&p etc.required for proper complection of work .s.i.no 584 but excluding g.s.t 5 cartage of material loading and unloading etc. all complete ( 47-07+6.58+5.71+48.78 ) =108.14 6 construction of granular sub-base by providing wall graded material, spreadingin uniform layers with motor grader / tractor mounted appropriate equiment on prepared surface, mixing by mix in place method with rotavtor at omc, and compaction with smooth mord specific- ation 401.but excluding g.s.t 7 supply and fixing 80mm thick prccast cement concrete i- shape interloking paver block a with top layer og minimum 8mm thick ness having plan dimension 200x ( 160+120mm ) of o.p. cement smooth high gloss finish skid redition from undder moulds through vibro compression machanish the compressive of concrete paver block shall not be less than 30mpa ( m-30 ) andwight 5 kg per confirning to i.s.15658.2006 with a4 cm thick layer sand including cost of materials. labour, t&p p taxes etc. for proper competion of the work as directed by enginner in charge. s.i.no. ( 5 ) ( coloured tiles ) red ro yellow tilesbut excluding g.s.t 8 cement concrete with 2 cm guage apprvoed stone grit coarse sand & cement in proportion of 1:1:5:3 in pavemen 10 cm / as per design thick for c.c road coarse & fine aggregate confirming to is standard mixed in concrete mixture / plant of not less than 0.2 cum capacity & appropriate weight batcher using approved mixed design, laid in approved fixed form work ( steel channel ) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less than 14 days curring compound ( where as specified ) and water finishing to lines & grade including supply of all material, labour, tools and plants etc required for proper completion of work and also including complete shifting of material & concrete etc.s.i.no.780 ( 3 ) but excluding g.s.t 9 r.c.c.work with cement approved coaese sand and 2cm. guage approved stone grit in poportion of 1:1:5:3 in lintels of doors, windows and sunshades excluding supply of rinforcment and its bending but including its fixing and binding the same with 24 b.w.g.g.i binding wire and including necessary centering and shuttering etc.and supply of all materials, labour and t&p etc. required for proper complied of woek. binding free of cost including making of drip coarse.s.i.n0. ( 283 ) . but excluding g.s.t 10 mild steel or iron work in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to reuired shape as necessary including bending for proper complection of the work and including supply of all steel, boalts.nuts and wastag etc. and there fix ( s.i.no 504 ) but excluding g.s.t 11 s / f of 3-x2-0 size black / green marble stone with all metter writing fixied in brick work / plastered by e / i.