Under FDR for the Year 2025-26

Dismantling of existing structures like culverts , bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work , steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m ( By Mechanical means Rubble Masonry in Cement Mortar) (1. Dismantling of 1V Pipe Culvert at Km 0/6-8)

Removing all types of hume pipes and stacking within a lead of 1000 m including earth work and dismantling of masonary works as per MORT&H specification 202 ( 5th revision ) and as directed by the Engineer-in-Charge upto 600 mm dia (Removal of 1V dia Pipes upto 0.6m dia at Km 0/6-8)

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. (1. Reconstruction of 3V of 1.0 M dia in place of 1V OF 0.60M Pipe culvert at Km 0/6-8)

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge. (1. Reconstruction of 3V of 1.0 M dia in place of 1V OF 0.60M Pipe culvert at Km 0/6-8)

Vibrated cement concrete M15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for body walls. (1. Reconstruction of 3V of 1.0 M dia in place of 1V OF 0.60M Pipe culvert at Km 0/6-8)

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work. (1. Reconstruction of 3V of 1.0 M dia in place of 1V OF 0.60M Pipe culvert at Km 0/6-8)

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. (Alladurg Feedar road from km 0/0-1/2 (in appropriate reaches))

Providing B.T. Patchwork for pot holes of depth ranging from 70mm and above, using 40mm HBG metal with required quantity of 10-12mm size HBG key chips and VG-10 grade Bitumen at 42 Kgs./1Cum. of work for filling the pot holes and sealing the filled up pot hole with a 15mm thick layer using 10-12mm HBG chips and VG-10 grade Bitumen at 72 Kgs/1Cum., including removal of the loose material in the pot holes, trimming the edges to provide firm vertical faces, cleaning, applying tack coat, filling the pot holes, compacting and finishing and blinding the surface using stone dust/sand, including cost of all materials, T&P, and labolur charges for all operations etc. complete. (Alladurg Feedar road from km 0/0-1/2 (in appropriate reaches))

Providing B.T. Patchwork for pot holes of depth ranging from 25 to 35mm, using 20-25mm HBG metal with required quantity of 10-12mm size HBG key chips and VG-10 grade Bitumen at 72 Kgs./1Cum. of work for filling the pot holes and sealing the filled up pot hole, including removal of the loose material in the pot holes, trimming the edges to provide firm vertical faces, cleaning, applying tack coat, filling the pot holes, compacting and finishing and blinding the surface using stone dust/sand, including cost of all materials, T&P and labolur charges for all operations etc. complete. (Alladurg Feedar road from km 0/0-1/2 (in appropriate reaches))

Construction of Embankment & Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (Alladurg Feedar road from km 0/0-1/2 (in appropriate reaches))