Construction of Handholes along the damaged cable duct route on need basis in PMC PCMC area Pune

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm in depth ,1.5 m in width as well as 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out and disposal of surplus excavated as directed by Engineer-in-charge. a) All kinds of soil.

b) Ordinary rock

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Note:- The cost shall be deemed to be inclusive of shoring and struting where required) a) All kinds of soil.

b) Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 crushed sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a) 1:1.5:3 (1 cement : 1.5 crushed sand : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for : a) Foundations, footings, bases of columns, etc. for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. a) Thermo-Mechanically Treated bars.

Supplying of hot dipped galvanised M. S. miscellaneous fixtures such as pulling eyelets, ceiling hooks and ladder hooks/hand hole frames etc. or any other fixtures as prescribed in manholes as per the drawings; etc. complete as per the direction of the Engineer-in-Charge. a) In tees, angles and channels.

Dismantling flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 10 Kilometres, as per direction of Engineer-in-Charge.

Removing & re-fixing available paving blocks of the footpath including well compacted coarse stone grit layer of 50 mm thickness etc. complete as directed by Engineer-in-charge.

Supplying & stacking precast Steel fibre Reinforced Cover (SFRC) for Handhole as per drawing no. CD/04; edge rim of M. S. Angle fabricated with 3mm thick M. S. sheet, base supported on 16-SWG (1.60mm) M.S. Sheet, reinforcement mesh (as per drawing no. CD/04) of TMT bars welded to M.S. Angle rim with 20mm clear bottom cover; hot dipped galvanizing of the fabricated cover assembly including all fittings, filling cement concrete of 1:1:2 mix (1cement: 1 coarse Sand: 2 graded stone aggregate 20mm nominal size) mixed with Low Carbon Cold Drawn Wire type steel fibre conforming to the IS 12592:2002 at 0. 75% by volume of concrete, finishing top with neat cement slurry, broadcasting top layer of fresh concrete using Non-Metallic Floor Hardener (of approved quality and manufacture) @7.0 kg per sqm as per manufacturers specifications, embossing BSNL Logo on cover top as specified, making chequers on finished top; curing for 15 days, stacking properly at specified and safe location etc. complete as directed by Engineer-in-Charge. a) Handhole cover of size 825mm x 650mm x 90 mm thick.

ANOJ ENTERPRISES (BID ID -814470)