Construction of parking on the vacant site near Digambar Jain Temple Police Booth Complex in front of Police Control Room.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR2023/15.2.1

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar DSR 2023/15.7.4

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 2023/15.60

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-incharge. All kinds of soil DSR 2023/2.6.1

Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with front end loder at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SR

Proving and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to planth leve: 1:4:8 (1 cement:4 coarse sand (zone-II) derivedfrom natural source : 8 graded stone aggregate 40 mm nominal size derivedd from natural sources) DSR 2023/4.1.8

Providing and laying factory made cobble shape paver block 80 mm thick, compressive strength >= M 30 steel mould compressive technology. SR

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR 2023/16.69

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth Complete. DSR 2023/13.80