tender for special repair to kaptapalli ri office for the year 2025-26; 1.10 earth work excavation in foundation 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 2.00 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. 3.00 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 4.00 providing cement concrete (1:11/2:3) with 12mm size clean crusher broken granite chips aggregate of approved quality from approved quarry including hoisting, lowering & levelling in position to required level in each layer not exceeding 15cm thick including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering if necessary with cost, conveyance taxes royalty labour of all materials and including hire and running charges of machinaries t&p required for the work including supplying and working of pumps and cess as per the specification and direction of engineer-in-charge. 5.00 providing & fixing of chequred tiles in floors treads (or) steps and landing on 25 mm thick bed of c.m (1:1) (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing & polishing complete including cost of tiles watering & curing for 7 days with cost, conveyance, royalties, taxes of all materials & labour t&p and cess required for the work etc, complete in all respect with surface finishing with polishing materials as directed by engineer-in-charge.