Providing and Laying Interlocking tiles on various Link roads under Special Central Assistance Scheme (Phase_II) in Assembly Constituency Dhuri

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr.

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. (In case of link roads earth work to be done by villagers) as per CSR Item No.24.4 c

Providing, laying, spreading and compacting stone aggregates of Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant , to site of work , 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 specification. CSR 24.13

Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

Construction of Shoulder with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement as per clause 3003 of MORT&H specifications

Relaying of Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications CSR Item No.24.5 b

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge

Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge

Construction of TOE Wall as per design provided by Engineer-in-charge complete in all respect as per PWD specifications.

Construction of Retaining Wall as per design provided by Engineer-in-charge complete in all respect as per PWD specifications.

Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC : 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications.( 24.39)

Video graphy of Road

Heritage & Culture Cess @ 1.00%