Construction of Retaining wall of height 1.20 m and Dry Rubble Check Dam in Vembayam Gramapanchayath of Nedumangad Block in Thiruvananthapuram district under RKVY RAFTAAR

Amount

Retaining Wall (1.20 m ht)- 135 Rm

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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

OD919/2024-2025 DRY RUBBLE MASONRY: Dry rubble without concrete levelling courses masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Dry rubble Checkdam -8 Rm

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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

OD2462/2023-2024 DRY RUBBLE MASONRY: Dry rubble without concrete levelling courses masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutterig - All work up to plinth level :1:1 1/2 : 3 (cement :1 1/2 coarse sand :3 graded stone aggregate 20mm nominal size)

SURENDRAN B (BID ID -2076367)