Department Of Atomic Energy Tender

Providing and laying in position Reinforced cement concrete pavement of grade 1:1.5:3 (1 ordinary portland cement 43grade : 1.5 coarse sand : 3 graded crushed stone aggregate 20 mm nominal size) cement is of ACC/ Ultratech/ Birla A1 or any other approved make, mixed in a mixing plant / miller transported to site, laid, spread, compacted and finished, finishing to line, level and grade, in a continuous operation including floating/ texturing/ brooming with wire brush for skid resistance, making chequers of approved patters, including form work with sturdy MS channel sections, covering green concrete with tarpaulins, cutting of grooves up to 1/3 depth of the pavement for making 1.5 to 2.5 metre square panels (to be paid separately), pond curing for 28 days and providing expansion joint at designated places or wherever required including surface dressing, removal of existing sahabad stones and disposal of debris into designated place in the colony, stacking of servicaeable materials & handing over to the sectional stores but excluding the cost of reinforcement etc., all complete as per specifications and as directed by the Engineer in Charge.

Cutting of grooves on concrete/ surface within 48 Hours (preferably within 6 to 18 Hours), after completion of laying of concrete, using a power driven concrete cutting machine with diamond studded saw, complete and as directed. Width of grooves 3 to 4mm & depth - 1/3 rd of pavement thickness (33 to 50mm) @ spacing of 1.5 to 2.5 mtr (square panels) with all tools, tackles, machinery, manpower etc. complete as per specifications and as directed by the Engineer.

Providing, laying and fixing in position TMT reinforcement bars of grade Fe 415/ 500 of TATA/ JINDAL/ SAIL/ VIZAG or equivalent make for RCC works, including cost of supplying, cutting, bending, transporting, erecting, binding with 18 gauge MS annealed wire, cement mortar spacer blocks etc., all complete as per specifications and as directed by the Engineer.