RI Office Kudiary _building

Earth work in excavation of foundation in stony earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume with 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the Department etc. complete as per the direction of Engineer-in-charge.

Filling in foundation trenches with approved quality of sand as per deawing and technical specification clause 1108, 305.3.9 & 1200 of MORD etc. complete as per the direction of Engineer-in-charge.

Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification etc. complete as per the direction of Engineer-in-charge.

Fly Ash brick work with 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth per cum.(In foundation) etc. complete as per the direction of Engineer-in-charge.

Fly Ash brick work with 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth per cum.(In superstructure) etc. complete as per the direction of Engineer-in-charge.

12mm thick cement plaster (1:4) over brickwork including all cost and conveyance, royalty, taxes of all materials etc. complete as per the direction of Engineer-in-charge.

Finishing walls with water proofing Weather coat of approved shade on new work two coat to give an even shade including cost of paint etc. complete as per the direction of Engineer-in-charge.