RI Office at Janla_building

Earth work in excavation of foundation in laterite rock or any hard rock (other than granite or disintigratedrock) removed by chiselling including dressing and leveling the bed not exceeding 1.5 in depth and depositing the soil within initial lead of 50m etc.complete as per direction of the Engineer in Charge.

Filling foundation and plinth with good coarse sand including watering & ramming etc.complete as per direction of the Engineer in Charge.

Cement Concrete M10(1:3:6) with 4cm size hard granite metal including cost,conveyance,royality,taxes,watering and curing etc.complete as per direction of the 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 direction of the 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 direction of the Engineer in Charge.

16mm thick cement plaster (1:6) for brick work including all cost and conveyance, royalty, taxes of all materials etc.complete as per direction of the 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 direction of the Engineer in Charge.

Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5 kms, spreading, grading to required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications forRoad & Bridge works (4th Revision)