Restoration of road cut for Providing and laying additional 600mm (24inch) i/d and 450mm (18inch) i/d RCC NP-2 pipe line for smooth disposal of storm water near H.No. 1033 to Community Centre Ramdarbar Colony Phase II, Chandigarh.

Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dressed (2.6.1-2.36)

Carriage of earth by mechanical transport loading/unloading lead of 2.00 km. to the entire satisfaction of Engineer-in-charge.(DSR 1.1.2)

Providing and Laying of kerb of size 2’-0” x 9” having 4” thickness at bottom and 3” thickness at top placed at or near ground level in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. DSR ref. 16.85

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge.

Providing and fixing Precasting plain cement concrete Channel of size 2'-0" x 1'-0" x 3" thick duly mixed, mechanically & compacted made of PCC 1:2:4 duly cured and finished. , jointed with cement mortar 1:4 (1 cement : 4 coarse sand), including making joints with or without grooves, including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge.

Laying at or near ground level old channel of all types in position to the required line, level and curvature, jointed with cement mortar 1:4 (1 cement : 4 coarse sand), including making joints with or without grooves including making drainage opening wherever required etc. complete as per direction 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 (latest revision as on date). 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 as on date)

Providing, laying, spreading and compacting the stone aggregate of 63 -45mm gauge conforming to Grading-II of Table 400-.7 of MORT&H specification (5th revision) to Water Bound Macadam specifications including spreading in uniform thickness, hand packing and rolling with 3 wheeled steel/vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate; watering and compacting to the required density complete as per Clause-404 of MORT&H specifications (5th revision) complete in all respects to the entire satisfaction of Engineer-in-charge.

Providing, laying, spreading and compacting the stone aggregate of 53- 22.4mm gauge confirming to Grading-II of Table 400-7 of MORT&H specifications (4th revision) to Water Bound Macadam specifications including spreading in uniform thickness, hand packing and rolling with 3 wheeled steel/vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per Clause 404 of MORT&H specifications (4th revision) complete in all respect to the entire satisfaction of 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 @ 0.010 cum per 10sqm on a layer of bituminous binder laid straight run bitumen grade (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 E.I.C