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2.02 Existing structure such as old buildings, culverts, pipe line sewers etc. within oradjacent to the area if required to be removed, shall be dismantled as per direction ofEngineer-in-charge, which shall be paid for separately.2.03 Unless otherwise specified no separate payment shall be made for clearance of site ofworks and buildings as above and the contractor shall supply all the necessary toolsand plant required.3. BORROW AREA :3.01 The plan of the borrow area shall be supplied by the contractor and the earth shall beborrowed only from the area marked on the plan for this purpose and to a depth asapproved by engineer-in-charge. The borrow area shall be got approved by theengineer-in-charge and marked at site by dagbelling, labour for which shall besupplied by the contractor at his own cost. The cost of borrow area shall also be borneby the contractor.3.02 The borrow area shall be cleared as description in I.D. specification herein before nopit shall be made from a minimum distance of 50 metre from the outer toe ofembankment. Borrowing of earth shall commence from the fastest end of the borrowarea and shall be left at a reasonable uniform level after removing lattles and matams.3.03 The depth of borrow pit shall not exceed 0.5 m. In case the contractor makes deeperpits without proper authority he shall be responsible for payment of compensation ofland as directed by engineer-in-charge. The rate payable to him shall also be subjectto deduction in this case.3.04 If any drain required to be constructed in the borrow area for moistening it or keepingit well drained the same be constructed by the contractor at his own cost.3.05 The engineer-in-charge shall have right to declare any particular borrow material asunsuitable for placement in the fills in case fills so from technical point of view.3.06 Borrow area if required shall be arranged by the contractor at his own cost. Thedepartment shall however provide necessary help in acquiring the land as far aspossible.4. TRASPORTED EARTH :4.01 The borrow area shall be demarketed at site as per plan and a effort should be made totransport earth from the nearest site. Quantity of earth should be the mainconsideration in the selection of the filling area should be got approved by theengineer-in-charge. The earth should be laid down in layers of 20 cm thickness andcompacted as per specification laid down in I.S. Code 4701-1982 before laying thenext layer.4.02 Cutting : The work shall be executed true to levels, slope, shape and pattern indicatedby the Engineer-in-charge. During excavation the natural drainage of the area shall bemaintained by the contractor.