Rural Engineering Department Tender

Brick soling with straight over brunt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8") depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work.. SI 785

Earth work in cutting or in embankment in ordinary soil i/c extra cartage from distance 1.0km , excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earth work in embankment to be in 20 cm.(8") layers including ramming & dressing in ic all as per SI-253(a) + including mechanically compected as per SI No- 260a.

Concrete with 4 cm. gauge Stone ballast, fine sand & cement, in proportion of 8:4:1 in foundation as S.I. N0-281

M-150 Brick Workin 1:4 cement & C/Sand mix mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work complete as SI No-305a

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

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