Rural Development Department Tender

Filling with sand well watered and compacted with appropriate rammer or mechanical compactor and top surface dressed and levelled to proper gradient as per direction of the Engineer-in-charge including watering and ramming with cost conveyance, royalities, taxes of all materials and labour with required for the work etc. complete as per specification and direction of the Engineer-In-charge.

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.

P.C.C.M-15 with Cement concrete 1:2.5:5 in Foundation with using h.g.stone agreegates of approved quality including hoisting and laying placing in position concrete watering and curing including cost of rigid and smooth stool centering and shuttering and cost, conveyance, royality and taxes of all materials labour required for the work 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

P.C.C.M-15 with Cement concrete 1:2.5:5 in Sub-structure with using h.g.stone agreegates of approved quality including hoisting and laying placing in position concrete watering and curing including cost of rigid and smooth stool centering and shuttering and cost, conveyance, royality and taxes of all materials labour required for the work 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

RCC work of M-25 grade Superstructure 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

Providing and laying cement concrete Wearing course M-30 grade mix using 20 mm and down grade stone aggregate including reinforcement complete as per the direction of Engineer-in-charge.

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.

Providing weepholes in brick masonry or stone masonry, plain or reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1V:20H towards drawing face complete as per drawing and technical specification and direction of Engineer-In - charge.

Construction of un-reinforced , dowel jointed at expansion and construction only, plain concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

Earthwork in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods by mechanical means to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of Engineer-in-charge.