Road Cut Restoration Work for replacement of old damaged sewer line by providing new 200 mm (8 inch) i/d sewer line at Sector 31 and 47, Chandigarh under AMRUT 2.0 (for Sector 31)

Earthwork 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 levelled and neatly dressed. All kinds of soil complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 2.6.1)

Carriage of earth by mechanical transport including loading. unloading Lead of 7 km complete in all respect to the entire satisfaction of the Engineer-ln-Charge. (DSR 1.1.2)

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 the Engineer - in - Charge (N S)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.DSR 2.27

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). (DSR 4.1.10)

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 20mm thick compacted bed of cement sand mortar 1:4, grouting the joints with cement mortar etc. all complete as per the 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) complete in all respect to the entre sat1sfaction of the Engineer - in - Charge (N S)

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam specification, premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers in sub base/ base course on well prepared surface and compacting with smooth wheeled / vibratory roller to achieve desired density complete as per clause 406 of MORT&H specification (latest revision as on date) Complete in all respect to the entire satisfaction of Engineer In Charge(latest revision)

Providing and laying primer coat with medium setting bitumen emulsion using emulsion pressure distributor @ 6Kg/10Sqm including cleaning of road surface complete in all respects as per Clause 503 of MORT&H specification (5th edition) to the entire satisfaction of Engineer-in-Charge.

Providing and applying tack coat using hot straight run bitumen of grade (VG-10 bulk) @ 3.00 Kg/10sqm including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface complete in all respect and to the entire satisfaction of the Engineer-in-charge.