Rural Engineering Department Tender

Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor grader/Tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with Rotavator at OMC and compacting with Smooth wheel roller to achieve the desired density complete as per Technical Specification Clouse 401

CC 1:2:4 with Cement: Course Sand : 2 Cm Gauge Stone Grit as per SI No 279 a

12mm thick plaster in 1:4 cement & C/sand mix mortar as in Fdn & plinth as SI-584(a)

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.50:3 in cc pavement (theckness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture /Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix 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 then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plants etc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etcl & concrete etc.

R.C.C 1:1.50:3 with cement,c.sand and 2cm gauge s/grit mix in slab i/c comp. as per Dir. Encharge SI 284

M.S iron work in plain such as RCC work i/c comp. all respect

M.S iron work such as heavy size channel i/c comp. all respect

Supply and fixing Information Board with I/c all comp.