Water Resources Department Tender

Dismantling and removing cement concrete including stacking the useful materiala for reuse and removing the debris within 50m lead etc complete as directed by Engineer-in-Charge.

Filling of foundation and plinth with sand watered and rammed including all cost, conveyance and Labour T&P required for the work etc.complete in all respect as directed by the Engineer in-charge

Cement Concrete M15 with 20 mm Size crusser broken granite metal & down graded of approved quality quarried and free from weathered skin including lifting the materials lowering, hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and level with cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge.

Labour for straightening, cutting, bending, binding and tying the grills and placing in position for fabrication and fixing of reinforcement including lapping where necessary including cost conveyance & supply of binding wire with all leads, lifts from bending yard to placement spot including cost & conveyance of steel bars of any reinforcement as directed by the Engineer-in-charge.

Providing Cement Concrete M20 grade with 20mm size and down graded crusher broken hard granite course aggregate quarried & free from weathered skin surface and other deletorious materials,quarry debris of approved quality clean and sharp sand of approved grading & quality conforming to design specification mixing by concrete mixer including hoisting lowering and laying the concrete in position to proper slope and level and compacting with Vibrators in layers not exceeding 0.15m depth and finishing the exposed surface smooth including watering, curing for required period providing beads and grooves including supplying all machinaries and equpments cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item including hire and running charges of the machineries including mobilisation of machinaries of all including charges required for the work etc. complete in all respect as directed by the Engineer-in-charge.

Providing Rigid and smooth centering shuttering for C.C / R.C.C works including false work and dismanteling them after casting. at all heights with box type steel shuttering plates with keys for intermediate construction joints in rafts of weir,barrage and dam blocks including supply of ties supports rigidly fixed and removal including making good to the damaged surface where necessary with all scaffolding gangway etc. with cost, conveyance and other taxes of all materials including all labour and T&P materials etc. required for the item to complete in all respect as per the direction of the Engineer-in-charge .

Rough stone dry packing in approns and revetments to all heights and thickness using hard stone of 30 Cm and above size weighing 140 Lbs/Cft and above of approved quality free from weathered skin and laying the stone and packing over the properiy and scientifically approved surface including filling interstices with small stones by edging and hammering to proper slope and level with cost, conveyance, royalty and other taxes of all materials labour & T&P materials required for the item completely as directed by the Engineer-in-charge. (1/6th volume to be deducted towards voids.)

Supplying, fitting & fixing of 900mm dia NP3 hume pipe in position including cost & conveyance of hume pipe as directed by the Engineer-in-charge.

Supplying, fitting & fixing of 150mm dia NP2hume pipe in position including cost & conveyance of hume pipe as directed by the Engineer-in-charge.

Supplying and placing of 12mm thick Bituminous joint board etc complete including cost & conveyance and other taxes of all materials with supply of all labour and T & P required for the work etc complete as directed by the Engineer-in-charge.

Earth work in excavation in all kinds of soil with all leads and lifts and delifts etc. complete including rough dressing and breaking clods to maximum 5cm to 7cm in size and laying in layers not exceeding 0.30m in depth to proper slope and profile as per approved design and drawing with all labour and T & P materials required for the item complete in all respect as directed by the Engineer-in-charge.

Filling the gaps of foundation and plinth with excavated earth with all leads and lifts including breaking clods to maximum 5cm.to 7cm.in size and watering and ramming etc.complete in all respect as directed by the Engineer in-charge