SR to NH 224 Kulurkumpa road for the year 2025-26

Earth work excavation in foundation 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 asper direction of the Engineer-in-charge

Supplying and filling in foundation & plinth with sand in 23.5 cm (9") thick layers including watering and ramming with cost, conveyance, royality taxes of all materials, and labour with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing Cement Concrete (1:3:6) with 40mm size crusher broken granite metal of approved quality from approved quarry including hoisting lowering & levelling in position to required level in each layer not exceeding 15cm thick in foundation including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering with cost conveyance taxes royality, labour of all materials, with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and including hire & running charges of machineries T&P required for the work including supplying & working of pumps and cess as per the specifiction and direction of Engineer-in- charge

Providing and laying plain cement concrete of M-15 of controlled quality having a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (In Substructure)

Providing weep holes in Brick masonary/Plain/Reinforced concrete abutment, wing wall / retaining wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards drawing foce complete as per drawing and Technical as per the direction of the Engineer-in-charge.

Construction of embankment with approved material obtained from borrow pits with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including royalty charges and cost of all materials labour charges,machineries, T & P cess etc required for the work complete as per direction of E.I.C

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