Rural Development Department Tender

Cement concrete of proportion 1:3:6 in foundation using 4cm size black broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm 6" thick to the required level ramming, watering, curing etc. complete including cost and conveyance royality taxes of all materials and labour with required for the work as per specification and direction of the Engineer-In-charge.

RCC work of M-20 grade Grade Beam having a minimum compreshive srength 150kg per cm2 in 150mm cubes at 28 days curing after mixing and test conducted in accordance with I.S 456 and I.S 516 using black hard crusher broken granaite chipsof 20mm and down-grade size not exceeding 25percent of approved quality including hoisting and laying placing in position concrete watering and curing for 28 days including cost of rigid and smooth stool centering and shuttering with C.M plaster 1:2 at no extra cost where necessery and cost, conveyance, royality and taxes of all materials labour required for the work etc. complete but excluding cost of M.S. Rod or Tor steel and binding and tying the grills and placing in position etc.complete. The materials used in the work and finished item of work shall confirm to relevant I.S specification and as per specification and direction of the Engineer-In-charge. The testing charges will be borne by the contractor

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Providing HYSD bar reinforcement Fe 415 MS round bars required for R.C.C. works including cost and conveyance of tested M.S. or T.S. rods and binding wire of 18 to20 gauge, including labour charges for straightening , cutting,bending,binding,and welding if required and tying the grills and placing in proper position as required incase of availability of rods in Departmental store,the same can be supplied to the contractor at prevailing stock issue rate of grade S 240 and S 415 confirming to IS 432 and IS 1786 respectively with approved design etc complete as per Specification and direction of Engineer-In - charge.

Fly Ash Brick masonary brick size of 25x12x8cm having crushing srength not less than 75kg per cm2 with dimension tolerance 8percent in C.M. 1:6 in foundation and plinth including cost, conveyance, royalty and taxes of all materials, labour etc. complete including watering and curing for required period as per specification and direction of the Engineer-In-charge.

Fly Ash Brick masonary brick size of 25x12x8 c.m having crushing srength not less than 75kg per cm2 with dimension tolerance 8percent in C.M.1:6 in Superstructure including cost, conveyance, royalty and taxes of all materials, labour etc. complete including watering and curing for required period as per specification and direction of the Engineer-In-charge.

12mm thick cement plaster 1:6 finished smooth to outside surface of brick wall after racking out the joints scraping and cleaning the surface including watering and curing for specified period etc. complete including all cost and conveyance, royalty, taxes of all materials etc.complete as per specification and direction of the Engineer-In-charge.

12mm thick Cement plaster 1:4 with Cement punning including curing including all cost and conveyance, royalty, taxes of all materials etc.complete as per specification and direction of the Engineer-In-charge.

Cement washing 1-coat with any approved quality including all labouretc complete as per direction of the Engineer-in-charge.

Finishing walls with water proofing Cement paint two coats over a coat of cement primer to outer wall surface including cost and conveyance of all materials to site, and all labour charges complete as per direction of the Engineer-in-charge.

Providing, Fitting and Fixing GI Grills, Including cost and conveyance of all materials to site, and all labour charges etc. complete as per specification and direction of the Engineer-In-charge.

Painting two coats over wood and iron work with approved Enamel paint over a coat of primming, including cost and conveyance of all materials to site, and all labour charges etc. complete as per specification and direction of the Engineer-In-charge.

Earth work in embankment ordinary soil from approved borrow area by mechanical means including loading into and transportation by transport vehicles and unloading the same on properly prepared surface including rough dressing and breaking clods etc.all complete as per the direction of Engineer-in-charge. Mechanical Means

Construction of granular sub-base by providing close graded GSB Grading-III material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.etc. complete as per direction of the Engineer-in-Charge

Providing 75mm thick compacted layers of specified grades of WBM IRC Grade-II 63mm to 45 mm, laying in position, spreading in uniform thickness. Hand packing, applying and booming requisite type of screening blinding materials, waterings etc.and compacting in stages with 8 to 10 T power road roller complete for finished item of work as per specification of Road and Bridge works of MOST 4th Revision and as per the direction of Engineer-in-charge..