Minor Irrigation Department Tender

Excavation of foundation to proper profile in all kinds of soil with all leads, lifts and de-lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts etc, including dewatering from foundation if required, with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge.

Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.

Providing Cement Concrete M20 grade for RCC works on approved surface, shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious material, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, ( excluding cost, carriage of M.S. rod and labour for cutting, bending, binding and fixing of M.S. rod) with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, with all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.

Supplying, straightening, cutting, bending, binding of steel reinforcement of different diameters and tying the grills as per approved design & drawing and placing in position including, cost, conveyance, royalties and other taxes of M.S. Rods, binding wires of 18 to 20 gauge including providing concrete chairs, dowel bars, lapping wherever necessary with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge.

Gravel backing to revetments with good quality gravel, mixing with water to make it to a plastic state and proper backing as per correct profile of the canal, hoisting, lowering, and laying, compacting, tamping up to required OMC including cost, conveyance, royalty and other taxes of all materials with all labour & T&P materials required for the item complete as directed by the Engineer-in-charge.

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section as per the specification and as directed by the Engineer-in-charge within an initial lead of 2 Km from the place of excavation complete.(Measurement will be taken on finished level section ) only.

Supplying filling in foundation and plinth with sand in layers not exceeding 23cum (9") thick including watering and ramming with the cost conveyance, royalities taxes of the materials and labour with T & P required for the Work etc. Complete as per specification and direction of the Engineer-in-Charge.

Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge.

Providing formwork for concrete with F-1 finish for all permanently exposed surfaces not prominently exposed to public view such as in galleries, adits, bridges, retaining walls, open spillways etc. With steel shutters including supply of rigid tie and supports with all labour, materials and T & P complete including finishing complete as directed by the Engineer-in-charge (abrupt surface irregularities over 5mm and gradual over 10mm measured with 1.5m template is not permitted

Removing old revetment and aprons and repacking them with available departmental stone, filling interstices with small stones by edging and hammering to proper slope and level including cost, conveyance, royalty and taxes all materials with all leads and lifts etc. complete as per the direction of the Engineer-in-charge. (1/6 th volume to be deducted towards voids.)

Removing old lime or cement plaster from walls including racking out joints 12mm deep and removing the debris clear of work site with all leads, lifts and delifts including all labour and T & P materials required for the item complete in all respect as directed by the Engineer-in-charge.

20mm. thick Cement Plaster with cement mortar (1:4) for stone work finished smooth after racking out joints 12.5mm. deep including cost, conveyance, royalty and other taxes of all materials including scaffolding gangways, curing for required period with all labours and T &P materials required for the works complete in all respect as directed by the Engineer-in-Charge.

Rough stone dry packing in aprons & revetments to all heights & thickness using hard stones of size 30cm & above of approved quality free from weathered skin surface including filling the interstices with small stones by wedging & hammering to proper slope and level with cost conveyance, royalty & other taxes of all materials, labour & T & P materials required for this items complete in all respect as directed by the Engineer-in-charge.

Filling in foundation and plinth with excavated earth with all leads, lifts & delifts including making arrangement for carriage of water and with cost conveyance of all materials, labour required for the works including watering and ramming etc. complete and including supply of labour and T & P required for the work complete in all respects as directed by the Engineer-in-Charge

Earthwork in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm. to 7 cm. and laying in layers not exceeding 0.225 m. in depth as directed by Engineer-in-charge(Measurement will be taken on finished level section)only

Earthwork in odinary soil with initial lead over thr initial lead and left and lifts including rough dressing and breaking clods to maximum 5 cm. to 7 cm. and laying in layers not exceeding 0.3 m. in depth as directed by Engineer-in-charge(Measurement will be taken on finished level section)only