Construction of Khaganali Check Dam over Satidaraha Nalla near village Sanjamura in Kishorenagar Block of Angul District under MATY 3.0 scheme for the year 2026-27

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials at the dumping yard away from work site as per the specification and as directed by the Engineer-in-charge with all leads and lifts from the place of excavation complete.(Measurement will be taken on finished level section )

Filling in foundation and plinth with excavated earth with all leads, lifts & delifts including making arrangement for carriage of water and with cost conveyance of all materials, labour required for the works including watering and ramming etc. complete and including supply of labour and T & P required for the work complete in all respects as directed by the Engineer-in-Charge.

Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.

Providing Cement Concrete M20 grade for RCC works on approved surface, shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious material, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, ( excluding cost, carriage of M.S. rod and labour for cutting, bending, binding and fixing of M.S. rod) with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, with all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.

Supplying, fitting & placing uncoated HYSD bar reinforcement (inclusive of over lap & wastage) for R.C.C. work including cutting, bending, binding and tying the grills and placing in correct position including cost, conveyance, taxes of HYSD bars & binding wire of 18 to 20 gauge with cost of all labour, T&P, workers welfare cess etc complete as per approved specification and direction of the Engineer -in- Charge.

Providing rigid shuttering with the box type steel shuttering plates with kays for intermidiate construction joints in rafts of weir,barrage and dam blocks including cost of materials,labour,T&P etc,complete as directed by the Engineer -in-charge including removal of forms.

Rough stone dry packing in aprons & revetments to all heights & thickness using hard stones 30cm & above of approved quality free from weathered skin including filling the interstices including cost of materials, labour & T & P materials required for this work,royalty etc complete in all respect as directed by the Engineer-in-charge.