DEPOSIT-Construction of Avanippara Bridge to Avanippara Tribal Colony under KonniConstituency in Pathanamthitta District-Construction of Avanippara Bridge-GeneralCivil Work.

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.B.2:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means

12.1.B.3: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 above 6 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

OD153963/2023-2024:Bailing out water with 5 HP engine and pump set including conveyance to site and erection, cost of fuel etc.. as per the directions of departmental officers at site (Spec. 50.2.3.1 in DAR Civil)

OD28831/2025-2026:Providing Temporary Z steel sheet pile of size 400×185×7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc. complete for protection of adjacent structures, road and removing the same after work as per the directions of departmental offices at site.

OD92595/2025-2026: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.

OD43689/2025-2026:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 3.0 m long (1.5 m in rock and 1.5 m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc. complete (Ref. Item 60.5.3)

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)