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Construction of 10000 liter capacity OHT and ore well in Balaji nagar at Pitchampatti panchayat under USS UGF 2025-2026
overburden soil
Repair and Renovation of 30 men Barrack at Serango Police Station, 30men Barrack at Gurandi Police Station and 30men Barrack at Rayagada Police Station in the district of Gajapati for the year 2025-26.
Earth work in removal of overburden in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge i. Serango police Station
Operations and Maintenance of Industrial areas Basni Ph-I and II ,Sangariya Ph-I and II and all Transferred Industrial areas , Jodhpur
Regular Cleaning and upkeeping of all ROW area of roads including sweeping of road carriageway, jungle clearance & dressing of roadsides by Mechanised/manual means with all T&P, labour etc. The scope of work shall include : a)Cleaning/sweeping of road carriageway by mechanical/manual meansb)Clearing of jungle/vegetation from roadsides &lifting, removal and disposal of waste/dust/earth collected by cleaning/sweeping from roadside area (complete RoW) by engaging wheelbarrow / trolly as per requirement of site.c)Dressing of roadsides by mechanical/manual means & removal of unsuitable soil, overburden etc. complete ensuring that proper slope towards the storm water drain from road carpet as well as plot boundary is maintained so that there is no accumulation of water in RoW.d)Any other work related to maintaining cleanliness in RoW and as directed by engineer-in-charge complete in all respect as per the scope of work mentioned in Tender document and directions of EIC.Note: RoW to be cleaned on weekly basis.
CONSTRUCTION OF Anicut PCD, SUNKEN POND, GAGION STRUCTURE OR RECHARGE SHAFT AT G.P. PEEPLIY, BHIWARI, GARNAWAD, CHARTARPURA. PS. BHAWANIMANDI
Construction of tube well 100 meter & above in all types of rock by DTH System & over burden to accommodate casing pipe of following sizes in all types of soils and overburden including lowering of casing pipes but excluding cost of casing pipe as per IS:2800 (Part – I & II ) 1979 specfications. The work would be completed after obtaining sand free water. The tube-well should have a through out bore as per nomial dia of casing pipe 200 mm dia nominal bore.
Construction of Fishing Harbour at Tharuvaikulam in Thoothukudi District.
Formation of Bedding Layer for rubble mound Breakwater with quarry run hard blue granite stone of weight up to 1Kg - 10kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1 : 1.5 on both sides with necessary equipment and devices as per the drawings and specification etc complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.
Embankment protection
Quarrying,collecting,supplying and stacking of hard granite stone boulder of at least 30cm in length in any direction, 50kg. in weight and 0.028 cum in volume from approved quarry free from weather skin surface and other deleterious materials dumping the stones in rip raps, spur and slope protection works including filling the interstices with small stones wedging and packing surface to proper line leveles including fixing wave breakers etc.including cost,conveyance,royalty taxes of all materials of approved quality with uniform colour and texture from approved quarry with all leads,lifts delifts including dumping in water hire charges of boats, lunch etc. and all other incidental charges with quality control test etc.complete asper specification and direction of the Engineer in Charge (Measurement to be taken in level section & 1/6th voids will be deducted from the finished levelsection and payment will be made to the quantity so arrived between the stack measurement and level section after deduction of 1/6th voids, which ever is less).