Panchayat Raj Engineering Department Tender

CRR (SCP);Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base,with Nominal Mix of VCC (1:2:4) equivalent to M20 grade as per IS 456-2000 with 330 kgs of cement per cubic meter of concrete for internal roads with 43 grade cement or any other type, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints with High performance expansion joint filler board / using concrete cutting machine with diamond studded saw, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete pavement for 14- days/curing compound (where specified) finishing to lines and grade as per drawing but excluding cost of High performance expansion joint filler board/ concrete groove cutting charges with daimond studded saw including all applicable taxes.

CRR (SCP);Construction of granular sub-base by providing well graded material(Table 400.1) with Grading III Material CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface,mixing by min in place method with rotaBut excluding VAT or at OMC,and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges,But excluding VAT & Seignorage charges

CRR (SCP);Cutting transverse contraction joints 3 to 4 mm wide and 1/3 rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 - 48 hours of casting of CC Pavement. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.