Upgradation of road Sherpur to Natt via Harike Alal Mullowal, Dhaliwal to Kila Hakiman (Sant Longowal Marg) Including maintenance of road for 5 years under Head 5054 RB_10 roads 2025-26

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

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications

Construction of embankment 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 of table 300-2 as per technical clause 305 of MORT&H specifications.

Construction of embankment with good quality earth obtained from road cuts including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Construction of embankment with earth obtained from borrow pits 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

Compacting of earth work & preparation of sub grade including loosening and leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering rolling with a road roller and compacting the bed to achieve minimum dry density as given in table 300-2 as per technical clause 305 of MORT&H specification.

Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications (Full surface area will be measured for payment)

Construction of granular sub-base by providing graded material grading-III Table-400-1, 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

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 vibro hydraulic 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 for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths)

Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-II spreading in uniform layers with motor grader on prepared surface, mixing by mix by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o MORT&H specifications (CSR Item No.24.7 Labour rate)