Construction of new sewer lines and parking at Verka Hoshiarpur Dairy.

Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 metre for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services ie telephone cables, electric lines, water supply lines and gas lines etc night signals, profiles, pegs, sight rails, boning rods, fixng and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus soils from the site of works upto 15 meter, for all works other than connections to complete in all respects.

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per direction of Engineer-in-Charge.

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. complete in all respects as directed by the E-In-C.

Construction of granular sub-base by providing close graded material grading - I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical clause 401 of MORT&H specifications. complete in all respects as directed by the E-In-C.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications.

Providing and laying plain cement concrete 1:4:8 using concrete mixture volumetric type with stone aggregate (1 cement: 4 coarse sand: 8 stone aggregate 40mm gauge) for all types of foundations, footings, below rafts, extension columns, plinth beams/under floor etc. including spreading, laying, ramming and consolidating as per requirements and curing etc. but excluding centering and shuttering, complete in all respects as directed by E-in-C.

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-40 grade rubber moulded smooth finish with strong vibratory process and of approved size and design, shape laid in Ordinary Grey Colour and pattern over and including 40mm thick compacted bed of course sand filling the joints with fine sand etc. complete in all respects as directed by E-in-C.

Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications.

160 mm o/d pipe