CRR (SCP)

Earth work in surface excavation not exceeding 30 cm in depth by Manual means but exceeding 1.5 meter in width as well as 10 sqm on plan including getting out and disposal of excavated earth as directed by Engineer-in-charge for land leveling and land development (disposed earth to be neatly dressed and leveled) with initial lead of 10 mts and initial lift of 1.5 mts

Supplying and filling of Sand with initial lead in layers not exceeding 15 cm thick consolidatiing each deposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental labour charges hire charges and T & O Complete for finished item

Construction of un-reinforced construction joint only, 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 M20 (Grade), coarse and fine aggregates conforming to IS: 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, 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, scareed and plate vibrators and finished in continuous operation including provision of construction joints, 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 Clause 1501 MORD

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. TBSC-Q.VIII-01

Collection and spreading of gravel with initial lead in layers not exceeding 15 cm thick consolidating each deposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental labour charges hire charges and T & O Complete for finished item. For Side berms