S/R to Brahmanapada to Baradakhole_Road for the year 2026-27

Earthwork in excavatgion of foundation work in hard soil or gravelly soil within initial lead of 50m and initial lift of 1.5mtr including rough dressing and breaking clods to maximum 5cm to 7cm and laying layers not exceeding 0.30M in depth to proper profile with cost conveyance taxes of all materials royalty , DMF EMF & Addl. charges of royalty including cost of labour T&P etc complete as per direction of the Engineer-in-charge

Providing supplying filling in foundation and plinth with fine course sand in required thick layers free from organic and materials, well watered and rammed including all cost conveyance, royality ncluding cost, conveyance, royality, DMF (10% over Royality), EMF (5% over Royality), Addl Charges, taxes and all Labour, cess, T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished compacted section only)

Providing Cement Concrete (1:3:6) with 40mm size clean hand 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 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 royalty, DMF (10% over Royality), EMF (5% over Royality), Addl Charges of roaylty 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. Foundation

Sub-Structure

Providing Cement concrete M-20 upto a required depth below ground level and upto a required height above ground level/bed level using 12mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty , taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge

RCC of M-25 of controlled quality having minimum cube strength of 250 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where necessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, royalty, DMF (10% over Royality), EMF (5% over Royality), Addl Charges of roaylty taxes etc, of all materials required for the work with cess etc complete in all respect excluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge. RAFT

Rib & Hunches

Deck Slab

RCC of M-30 of controlled quality having minimum cube strength of 300 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where necessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, royalty, DMF (10% over Royality), EMF (5% over Royality), Addl Charges of roaylty taxes etc, of all materials required for the work with cess etc complete in all respect excluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge. Wearing Course