In Ward 81 Shakti Khand 03, improvement work by CC from Healing Tree Hospital to M.No. 232 and work of laying perforated tiles on the side track.

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3

Taking out existing CC interlocking paver blocks from footpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-charge. DSR 2023 16.83

Ded cost of old tiles etc all comp.

Earth work in embankement in ordinary soil etc all complete.

Desposal of refused material/malwa distance up to 8 KM etc all complete as the diraction of Engineer-in-charge. (As per PWD SOR 2020/231(a).

Supply & Laying, spreading 53 mm to 22.4 mm size stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density, A.R

Consolidation of stone ballest etc all complete. I.S.I No. 755 A

Providing and applying Tack Coat with bitumen VG-10 grade using bitumen pressure distriuter at the rate of 0.30 Kg per Sqm on prepared surface etc all complete.

Recycling pavement by cold milling of existing bituminous layers using by bituminous concrete (grading 2) using bitumen VG-30 content in 5.4% bitumen weight of mix for reclaimed material fresh bitumen will be required to the extent of 60% of normal requirement planning the surface after cold milling reclaiming excavated material to the extent of 30% of the required quantity hauling and stock piling the reclaimed material near the central recycling plant after carrying out neccessary checks and evaluation adding fresh material including refuvenators as required mixing in a hot mix plant transporting and laying at site sand compacting to the required grade level and thickness all as morth specified in clause 519.

Construction of unreinforced plane Cement Concerete pavement thickness as per design over a prepared sub base with 43 grade including construction joint SOR 2022 SI No. 20.14 (a)