Construction of Reconstruction of AWC Building at Gobindapur under DMF in the District of Anugola for the year 2026-27

Dismantling and removing R.C.C. columns beams slab staircase landing lintels including stacking the useful materials for reuse and removing the debris within 50m lead and direction of the Engineer-in-charge.

Dismantling and removing brick or stone masonry up to 3m height including stacking the useful materials for reuse and ramming the debris with in 50m lead etc with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Earthwork in excavation of foundation in hard soil with all leads and lifts including dressing the sides and levelling the bed of the foundation including cost of all labour required for the work etc. complete with all other machineries required for the work and stacking the excavated materials away from the working area as directed by the Engineer-in-Charge

Supplying and filling foundation and plinth with sand well watered & rammed with cost, conveyance, royalty and taxes of all materials labour required for the work as per specification and direction of the Engineer-in-Charge including royalty of materials

Providing cement concrete M10 (1:3:6) using 40 mm HG Metal in luding cost conveyance of all material,ramming with rammers

Fly ash brick work in cement mortar (1:6) after immersing brick for six hours in water before use in foundation with good quality of fly ash. brick of 25cm x 12cm x 8cm size having compressive strength not less than 35Kg. Per Sqcm. Including splays cutting, circular moulding and similar such type of work with necessary projections chamfering curbelling including watering and curing etc. complete including cost, conveyance, royality taxes of all materials and all labour T&P required for the work complete as per specification and direction of the Engineer-in-charge.

R.C.C. work M-25 having a minimum compressive strength(in work test) 250 Kg/cm.2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with I.S. 456 and I.S.516 using 12mm to 20mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering laying and compacting concrete, watering and curing for 28days centering, shuttering, finishing the exposed surfacs inculding ceiling, smooth, providing grooves beads where necessary and providing, required No of fan Hooks as directed including, cost, conveyance, royalities and taxes of all materials and cost, of all labour and T & P required for the work etc. complete in all respect as per direction of the Engineer-in-Charge but excluding the cost of M.S.Rods or Tor steel and binding wire and labour charges for bending, binding and tying grills.R.C.C In Sub Structer

Column & Beam

Plinth Band

Lintel Band