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Construction of Dhakadhaki Nala Check Dam near village Dhundigora of Bilashpur GP in Kantamal Block of Boudh District under MATY Scheme for the year 2025-26
Excavation, loading, unloading and carriage by mechanical means of all kinds of soil in overburden 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)
Annual Plan-DELAMPADY GP-BELLACHERY TAKE A BREAK BORE WELL AND RELATED FACILITIES 2025-26 PROJECT NO 105/26 General Civil Work
OD397116/2025-2026:Drilling Bore Well of Suitable size to accommodate well casing pipe of Intenal Dia not less than 150 mm for various strata up to 150 M below the Ground Level having an average 40 M Overburden in all classes of soil and rock inclusive of hire charges'for machineries and other accessories and stores putting up temperory shed and storing equipments, cost of fuel, oil and other incidental items to complete the work but excludinq the cost of casing pipe.
Creek renovation work
Quarrying, Collecting, supplying blasted hard granite stone boulder of 30 Cm size from the approved quarry with free from weather skin surface & other deleterious materials and providing of Rough Stone Dry Packing in apron & revetments to required profile in all heights & depths including filling the interstices with small stones, wedging and hammering with 5Kg. hammer, fixing wave breakers etc, all cost, conveyance, labour, T & P required for the work, royalty, cess, hire and running charges of machineries, all leads, lifts, delifts handling and re-handling charges, all incidental charges and all quality control testing charges as required for the work, haul roads etc. all complete as per the specification and direction of the Engineer-in-charge.
Protection to sourced bank on CE No 78(A) on Mahanadi right at Badapal (D/S of Pump House)
Quarrying, Collecting, supplying blasted hard granite stone boulder of 15 cm to 30 cm size from approved quarry free from weather skin surface and other deleterious materials, packing the stones in rip raps and slope protection works in river embankments to required profile in all heights and depths including filling the interstices with small stones. wedging and hammering with 5Ka. hammer including fixing wave breakers with all cost, conveyance,labour, required for the work, royalty, cess, hire and running charges of machineries and transportation of all materials of approved quality with all leads, lifts, delifts handling and re-handling charges including all other incidental charges required to complete the work as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished level sections)
Creek renovation work
Quarrying, Collecting, supplying blasted hard granite stone boulder of 30 Cm size from the approved quarry with free from weather skin surface & other deleterious materials and providing of Rough Stone Dry Packing in apron & revetments to required profile in all heights & depths including filling the interstices with small stones, wedging and hammering with 5Kg. hammer, fixing wave breakers etc, all cost, conveyance, labour, T & P required for the work, royalty, cess, hire and running charges of machineries, all leads, lifts, delifts handling and re-handling charges, all incidental charges and all quality control testing charges as required for the work, haul roads etc. all complete as per the specification and direction of the Engineer-in-charge.
Improvement to Left service bank from RD 22.20km to 23.80km and Construction of both side C.C. Road from RD 24.073km to 24.50km of Charampa Branch Canal.
Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (70 : 30) proportion and laying in sub-base of road in layers not exceeding 150 mm thick with all leads, lifts and delifts including cost, conveyance, royalty, cess, but excluding GST watering and compaction to required density in OMC condition with P.R.R., hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge.