Kasargod Development Package_Bakkilapadavu bridge_Kasaragod Devolopment Package_Construction of Bakilapadavu bridge across Shiriya Nalka Kandige river in Kasaragod District_General Civil Work

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

12.1.2.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means

12.1.4.A:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard Rock ( blasting prohibited) - Mechanical Means

OD182826/2023-2024: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

OD329125/2025-2026:RING BUND Type -I -Putting up ring bund as per approved shape 2.5m bottom width ,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete ( as per CE Approved data 5.1)

OD182823/2023-2024:Providing dowel bars using 25mm dia rods, 3.00m long at about 1.0m c/c, keeping 1.50m length within concrete and 1.50m into the rock, after drilling holes in granite rock including cost and coneyance of all materials cutting ros in position with grout 1:2 etc complete with all incidental charges etc.

12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location

12.22:Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.