Repairs to Slope Protection area on South Bank of Inner Harbour Channel along Lova Garden Slope in VPA

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

Providing and fabrication work of reinforcenment steel in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.

Finishing with Epoxy paint (two or more coats) on steel work at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade including strengthening with 2 mm dia wire or nuts, bolts and washers etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials.

Providing and laying bagging concrete with C.C 1:3:6 nominal mix (using 220 kg of cement per m3 of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate by the Engineer-in-charge including cost of gunny bags, fixing 20 mm to 25 mm MS. or R.T.S . dowel bars etc.., complete. All labour and materials including charges for hire of boat and crew but excluding cost of dowel bars.

Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials

Providing and laying in position ready mixed or site batched design mix of Concrete of M25 grade with minimum cement content of 300 kg /cum plain cement concrete 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 and finishing etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials

Demolishing stone rubble masonry manually/ by mechanical means in lime motar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials:

Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials.

Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately) etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials.

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with moorum etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials.

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled pointing etc..,as required and as directed by the Engineer-in-charge, complete.All labour and materials.

Transportation of debris soling stone excavated earthup to a lead of 12 Km etc.., including stacking,loading and unloading leads and lifts and levelling the unloaded materials at the place of unloading etc..,as required and as directed by the Engineer-in-charge, complete

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