Retaining wall construction to Amayizhanchan thodu Phase 2 Near Nellikuzhi bridge

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

OD22315/2025-2026:Providing and fixing sheet bund using 50x50x6 mm outer frame and 40x40x6 mm inner frame horizontal and vertical with 6 mm thick m.s. sheet 2 nos connecting with 100 mm ms. chanel and hook at top 1.80 mtr height ,1 mtr bottom width and 60 cm top width . Fixing in position by using crane and filling earth inside the bund by using escavator and removing and convey the bund to the next location etc complete

OD22519/2025-2026:Providing Side Protection of road using MS plate for temporary side protection with driving down of coconut post of 5.5m height to a depth of 2m at a distance of 1.5m centre to centre and the placing MS Sheet of 6mm thick in between the driven coconut post by interconnecting the MS sheet with GI pipe and interconnecting the driven coconut post by providing half spilt coconut post horizontal bracing of two rows in the entire height and clearing the site by dismantling the shoring after completion of the work.etc.complete as per the instruction of Departmental officers at the site

OD13410/2022-2023:Providing sand piles by making holes of 10 cm dia by using mechanical equipment and using hammer of 1 tonne through different strata by driving a pipe of 100 mm dia closed at lower end by a disposable concrete cone at the bottom end to 6.00 m depth and filling 6 mm course aggregate and stone dust mixed in the ratio 2:1 with all lead and lift, conveyance, cost of materials and other accessories including hire charge of all machineries etc complete as per approved design , specification ,drawing and compaction as per the direction of Engineer in charge, excluding the cost of concrete cone .

OD15752/2025-2026:Providing disposable concrete cone of M25 concrete to suit the 100 mm dia pipe as per approved design including all materials, fixing, all incidental charges etc complete as per the direction of Engineer in charge

OD680/2022-2023:Providing Triaxial geo grid of ultimate tensile strength 100 kN/m with an overlap of 50cm at all joints stitched together pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fiber of which it is composed and forming the toe to prevent scourge including strength test , conveyance and all leads and lifts etc. complete. as per the approved design and drawing etc complete as per the direction of Engineer in charge

60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

2.6.1: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-in-charge.All kinds of soil

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)