Construction of Boundary Wall At CLN Lahandabud Phase I District Jharsuguda

Clearing and grubbing road land including rank vegitation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. all complete as per direction of the Engineer-in-charge.

Earthwork in excavation of foundation in all kinds of soil within 50 m initial lead and 1.5 m initial lift including rough dressing and breaking rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 m in depth including cost and conveyance, royalty & taxes of all materials and cost of all labour T&P required for the work etc. complete as per the direction of the Engineer In Charge.

Supplying, Filling sand in foundation & plinth well watered and rammed including cost, conveyance, taxes, royalty of sand, labour & T&P etc. complete as per specification and direction of the Engineer In Charge.

Cement Concrete (1:4:8) by using 40 mm size hard granite crusher broken chips of approved quality and form approved quarry including lowering laying concrete, watering and curing etc. complete for required levels laid in layers including cost and conveyance, royalty & taxes of all materials and cost of all labour T&P required for the work including watering & curing, etc. complete as per the direction of the Engineer In Charge.

Providing Fly Ash brick masonry work in F&P using foundation 230 mm X 110 mm X 80 mm (with dimensional tolerance of ± 2% ) Fly Ash bricks having crushing strength not less than 75 kg. / sq cm, mortar of mix 1:6 (1 cement : 6 sand) (Using Branded Cement), immersing the bricks for minimum 6 hrs in water before use, with all necessary projections, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading and unloading, taxes, cess, royalties, scaffolding, watering, curing, sundries, tools and plants,etc. complete as per the direction of the Engineer In Charge.

Providing Fly Ash brick masonry work in using Superstructure 230 mm X 110 mm X 80 mm (with dimensional tolerance of ± 2% ) Fly Ash bricks having crushing strength not less than 75 kg. / sq cm, mortar of mix 1:6 (1 cement : 6 sand) (Using Branded Cement), immersing the bricks for minimum 6 hrs in water before use, with all necessary projections, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading and unloading, taxes, cess, royalties, scaffolding, watering, curing, sundries, tools and plants,etc. complete as per the direction of the Engineer In Charge.

Reinforced Cement Concrete (M20 grade) with 20mm & down graded size hard granite crusher broken chips of approved quality and from approved quarry including centring, shuttering, lowering, laying concrete, watering and curing etc. complete for required levels laid in layers including cost, conveyance, royalty and taxes of all materials and cost of labour, T&P,required for the work etc. complete as per specification and direction for the Engineer In Charge.

Column base

Plinth band

Column and Beam

Supplying MS round / deformed / tor steel reinforcement bars of only approved manufacturing companies of approved grade of required diameters of approved quality including straightening, cutting to size, bending, and binding, lifting and placing in position as per design, complete including cost of bars, binding wires 18 gauge, including cost of all materials , labour, conveyance, loading and unloading, taxes, cess, royalties. sundries, tools and plants etc. complete as per the direction of the Engineer in charge. (Linear measurement will be taken and quantity will be calculated on standard weight for all heights).

12 mm cement plaster in cement mortar (1:6)including necessary scaffolding curing etc. in Foundation and Superstructure as per direction of Engineer In Charge.

Finishing Wall 2 coats with water proofing cement paint of approved shade complete including cost, conveyance and taxes of all materials and cost of all labour with T&P required for the work , etc. complete as per the direction for the Engineer In Charge.

Finishing exterior walls with Weather Seal Coat Paint of approved shade on new work two coats to give an even shade complete including cost, conveyance and taxes of all materials and cost of all labour with T&P required for the work etc. complete as per the direction for the Engineer In Charge.

Cement concrete (1:2:4) using 12 mm size hard granite crusher broken chips of approved quality and form approved quarry including lowering laying concrete, watering and curing etc. complete for required levels laid in layers including cost and conveyance, royalty & taxes of all materials and cost of all labour T&P required for the work etc. complete as per the direction of the Engineer In Charge.

Iron work wrought and put up in trusses for Double Barb Arm Installation.( Y Shape holding Arm Angle Size (50mmX 50mmX 6mm)

Providing and fixing concertina coil fencing with punched tape concertina coil 600mm diameter 10m openable length(total length 90m), having 50 nos rounds per 6m length,upto 3m height of wall within existing angle iron (Y") shaped placed 2.4m or 3.05m apart and with 9 horizontal R.B.T reinforced barbed wire,stud tied with G.I staples and G.I clips to retain horizontal,including necessary bolts or GI barbed wire tied to angle iron,all complete as per direction of Engineer-in-charge,with reinforced barbed tape(R.B.T)/Spring core (2.5mm thick) wire of high tensile strength of 165kg/sq.mm with tape(0.52 mm thick) and weight 43.478 gm/m

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