Loading…
Loading…
2,011 results • Best match
Canal improvement
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).
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).
Embankment protection
Quarrying, collecting and supplying hard granite stone boulders of at least 0.028m3 in volume, free from weathered skin surface and other deleterious materials for slope protection works in river embankments by stone dumping and providing rock toe, rip rap, spurs etc. and surface packing in all heights and depths to proper line and level including filling the interstices with small stones, wedging and hammering etc. including cost, conveyance, royalty, labour cess and transportation of all materials of approved quality with uniform colour and texture from approved quarry with all leads, lifts, delifts etc. and all other incidental charges with quality control tests required to complete the work as per specification and direction of the Engineer-in-Charge.
Improvement to Communication Facility
Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.44m 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 including hire charges of T&P materials required for the
Construction of 60,000 Ltr OHT at V.Poosaripatty in Nallampillai Panchayat in vaiyampatty Block in Tiruchirappalli District under OMDGF -2025-26(Peri Urban Panchayat).
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers.
Construction of Boundary wall and approach road in the premises of R.W.Sub-Division office at Rayagada 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