Repair of road cuts during the Monsoon season 2026 under Road Division No. 2 M C. Chandigarh. (For Restoration Immediately after Damage)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (DSR 2.6.1)(Deduct item No.2.36)

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for all lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge.(DSR 1.1.18)

Preparation of sub grade including trenching, rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of Engineer -in -charge.

Providing and laying granular sub base by providing and laying, spreading and compacting course graded sub base material sand, morrow, graval, crushed stone of combination thereof confirming to grading -II of table 400.2 of MORTH specification (as per latest revision). The material shall be mixed by mix in place method or with motivator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (latest revision)

P/L spreading and compacting the stone aggregate of 63-45mm gauge confirming to grading-ll in table No. 400-2 of MORT&H specification (as per latest revision) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratry roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per Clause-404 of MORT&H specification (as per latest revision) complete in all respect to the entire satisfaction of the entire satisfaction of the Engineer-In-Charge

P/L spreading and compacting the stone aggregate of 53-22.4mm gauge confirming to grading-Il of table No. 400-2 of MORT&H specification (as per latest revision) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 smooth wheeled steel / vibratry roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per Clause-404 of MORT&H specification (as per latest revision) complete in all respect to the entire satisfaction of the entire satisfaction of the Engineer-In-Charge

Providing and laying surface dressing as wearing coarse in single coat using crushed stone aggregate of 13mm nominal size as per table 500.2 of MORT&H specificarion @ 0 01 cum per 10sqm on a layer of bituminous binder grade 80/100 (VG-10 Bulk) laid @ 1.00 kg per sqm on prepared surface and rolling with 8-10 tonne smooth wheeled roller including of bitumen to the entire satisfaction of the Engineer-In-Charge

Providing and laying surface dressing as wearing coarse in single coat using crushed stone aggregate of 10mm nominal size as per table 500.2 of MORT&H specificarion @ 0 01 cum per 10sqm on a layer of bituminous binder grade 80/100 (VG-10 Bulk) laid @ 1.00 kg per sqm on prepared surface and rolling with 8-10 tonne smooth wheeled roller including of bitumen to the entire satisfaction of the Engineer-In-Charge