Rural Development Department Tender

Foundation

Above Foundation

R.C.C. work in C.C. M-25 using 20mm size downgraded hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying & compacting concrete watering and curing for 4 weeks including smooth, rigid centering, shuttering & finishing the exposed surface smooth with cost, conveyance, royalities and taxes of all materials , labour with T& P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or tor steel and binding wire and labour charges for straightening, cutting, beinding, binding etc. and tying the grills and placing in proper position as per specification & direction of the Engineer-in-charge.

Raft

Abutment & pier shaft

Deck Slab

Providing cement concrete M-30 with 20mm size downgraded crusher broken hard granite chips of approved quality from approved quarry for cement concrete road including hoisting, lowering and laying in position in layers not exceeding 15cm thick over polythene sheet with proper packing and ramming by means of vibrator to proper slope and level including curing with cost conveyance, royality and taxes of all materials, labour with T&P required for the work etc. complete as per specification direction of the Engineer-in-charge.Wearing Coat

Supplying, cutting, bending, straightgening, placing & binding of uncoated HYSD bar reinforcement as per drawing & technical specification with cost, conveyance & royalities of all materials, labour with T&P required for the works etc. complete as per direction of the 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.