Construction of Boundary wall on East and South side, providing kerb, walkway tiles and miscellaneous works at Araku Guest House

Clearing jungle including uprooting of rank vegetation grass, brush wood, trees and saplings of girth upto 30 cm. measured at a height of 1 m. above ground level and removal of rubbish upto a distance of 50 m. outside the periphery of the area cleared etc., as required and as directed by the Engineer-in-charge complete, All labour and materials.

Demolishing brick work with cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as required and as directed by the Engineer- in -charge. All labour and equipment , complete.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead etc., as required and as per the directions of the Engineer-in-Charge, complete.

Earth work excavation in all kinds of soils by mechanical means (Hydraulic excavator)/ manual means in over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, etc., as required and as directed by the Engineer-in-charge, complete.

Close timbering over areas including strutting, shoring and packing cavities (wherever required) complete. Measurements to be taken of the face area timbered). Depth not exceeding 1.5 m etc., as required and as directed by the Engineer-in-charge, complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) etc., as required and as directed by the Engineer-in-charge, complete. complete. All labour and materials.

Providing and laying in position ready mixed or site batched design mix cement Concrete of M25 grade with minimum cement content of 330 kg /cum for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, All works upto plinth level Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Providing and laying in position ready mixed or site batched design mix cement Concrete of M25 grade with minimum cement content of 330 kg /cum for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing etc., reinforcement as per direction of the Engineer-in-charge, All works above plinth level upto floor V level. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete, as required and as directed by Engineer-in-charge, complete.

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts etc., as required and as directed by Engineer-in-charge, complete.