Rajya Krishi Utpadan Mandi Parishad Tender

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (Chapter_4_Item_3)

CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement 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 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork 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 and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (approved Quarri grit)

Laying and fixing of 350mm dia N.P.-3 Hume pipe (Socket Hume pipe) including cost of Material etc in proper position as directed by E/I including cartage of pipes/collars upto 100km distance including cost of pipes etc (As per ANALYSIS)

Providing & fixing & Hosting of Reflective Signs with a corrosion resistant 4mm thick aluminium compsite panel face to be fully covered with sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35x35x5mm of MS pole 100mm dia meter with wall thickness of 7.1mm weighing 20kg/m as per drawing even as per the colouring scheme as show in the drawing. (Rate Sanction as per Estimate)