Construction of 2 E Type quarter at R.W Division, Karanjia _building

Earth work in excavation of foundation in hard soil with initial lead and lift and to required depth including dressing and levelling the bed and depositing the excavated materials away from work site etc.complete as per direction of the Engineer-in-charge

Filling foundation and plinth with sand well watered and rammed including cost, conveyance of materials, labour T&P, royalty etc. complete as per direction of the Engineer-in-charge.

Providing P.C.C. (1:3:6) with 4cm size h.g. metal of approved quality in foundation / floor including hoisting laying concrete, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.

Providing Cement concrete (1:2:4) with 12mm size H.G.chip of approved quality from approved quarry including hoisting laying concrete with cost conveyance,royalty,taxes,labour,T&P required for the work watering & curing for specified period complete as per direction of the Engineer-in-charge.

R.C.C.work of M25 having a minimum comprresive strength 250 kg/Cm2 of 15 cm cubes at 28 days after mixing and test conducted in accordance with IS 456 and IS 516 using 20mm down grade size black hard crusher broken granite chips including hoisting,lowering laying and compacting concrete by using vibrator with watering and curing for 28 days centering and shuttering and finishing the exposed surface smooth including cost conveyance,royalties and all taxes of all materials and cost of all labour with T&P required for the work etc.complete in all respect but excluding cost of M.S.Rods as per direction of Engineer-in-charge. ( Col.Base)

Grade Beam

Column & Beam

Column & Beam ( 1st floor)

Window sill

Lintel