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Annual Plan-Iritty Block Panchayat Project no. 74/2025- 26-Drinking Water Project near Palathukadavu Tomikada Ayyankunnu Grama Panchayat
OD343769/2025-2026:Drilling bore of suitable size to accommodate well casing pipe of internal dia not less than 150mm for various strata up to 150 M below the ground level having an avarage 40 M overburden in all classes of soil and rock. inclusive of hire charges for machinery and all other accessories and storage putting up on temporary shed and storin equipment's, cost of fuel, oil and other incidental items to complete the work but excluding the cost of casing pipe etc . complete.
Protection to scoured bank on Kani mouth on Birupa right embankment from RD 1700 m to RD 1850 m for the year 2026-27
Quarrying, collecting and supplying good quality hard granite broken stone of size 15 cm to 30 cm from approved quarry of approved quality, free from weathered skin surface & other deleterious materials including stacking at worksite for premeasurement with quality control test of materials and conveying from stacks and Packing in approved profile in approns and revetments including filling interstices with small stones, wedge stones, with all leads, lifts & delifts including cost, carriage, royalty, DMF, EMF, Additional charges, labour cess, other incidental charges and all other taxes of all materials etc. complete as per direction of the Engineer-in-charge.
Protection to Scoured Bank on Chiotrotpala left from RD 33.570 Km to 33.680 Km with spur near RD 33.625 Km near village Pahana for the year 2026-27
Quarrying, collecting and supplying good quality hard broken stone of size 30cm & above from approved quarry of approved quality, free from weathered skin surface and other deleterious materials including stacking at work site for pre-measurement with quality control test of materials and conveying from stacks and Dumping at worksite in rip-rap of earth dam or dyke including filling interstices with small stones and wedge stones, hammering, surface packing & fixing wave breakers with all leads, lifts & delifts including cost, carriage, royalty, DMF, EMF, Additional charges, labour cess, other incidental charges and all other taxes of all materials etc. complete as per direction of the Engineer-in-charge. (1/6th volume will be deducted from finished level section towards voids).
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 improvement work
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 including hire charges of T&P materials required for the work, watering and consolidation with P.R.R., hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.
Embankment improvement work
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 including hire charges of T&P materials required for the work, watering and consolidation with P.R.R., hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.