Widening of LR Akalgarh to Dhupai Road and SR of LR GT road to Nawan Kot to Jandiala Tarn Taran, MC Jandial Guru.

Dismantling brick edging in strengthening portion as per CSR item No.8.5(i)

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

Excavation for Roadway (By Mechanical Means): 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.CSR 24.6 (c)

Loosening, leveling and compacting original ground up to a level of 225mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications ( Where Earth work done by Villagers)

Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50mtr. Complete as per Punjab PWD specifications complete as per CSR 24.16 (add difference of bricks rate)

Construction of granular sub-base by providing material, 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 MORD technical specification

Providing, laying & spreading and compacting stone aggregates of Grading-I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the insterstices of coarse aggregate, watering and compacting to the required and compacting to the required density complete as per technical clause 404 of MORT&H specifications. CSR item No.24.13 (ii) as per AC Slip-2 dated: 07.02.2013

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications