Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Works
Civil And Construction
Opening Date3 Oct 2023
Closing Date12 Oct 2023
Tender Amount₹ 20,69,89,692 
Notes
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construction of checkdam;Providing and constructing contraction joints by fixing 31 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts and all other operations necessary to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Sathgaon)

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construction of checkdam;Providing and constructing 15 cm thick Gravel backing below revetment including cost of all materials,labour,hand packing,finishing etc., complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Sathgaon)

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construction of checkdam;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete for plain concreter works to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Sathgaon)

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construction of checkdam;Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Sathgaon)

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construction of checkdam;Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge(Potpally)

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construction of checkdam;Providing and constructing contraction joints by fixing 31 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts and all other operations necessary to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Potpally)

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construction of checkdam;Providing and constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc. to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

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construction of checkdam;Providing and constructing 15 cm thick Gravel backing below revetment including cost of all materials,labour,hand packing,finishing etc., complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Jafrapur (V))

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construction of checkdam;Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc.,to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Potpally)

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construction of checkdam;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc.,to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Potpally)

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construction of checkdam;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete for plain concreter works to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Potpally)

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construction of checkdam;Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Potpally)

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construction of checkdam;Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc.,to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Puspur)

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construction of checkdam;Providing and constructing contraction joints by fixing 31 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts and all other operations necessary to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Puspur)

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construction of checkdam;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete for plain concreter works to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Puspur)

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construction of checkdam;Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Puspur)

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construction of checkdam;Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc.,to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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construction of checkdam;Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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construction of checkdam;Providing and constructing contraction joints by fixing 31 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts and all other operations necessary to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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construction of checkdam;Providing and constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc. to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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construction of checkdam;Providing and constructing 15 cm thick Gravel backing below revetment including cost of all materials,labour,hand packing,finishing etc., complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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construction of checkdam;Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc.,to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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construction of checkdam;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc.,to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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construction of checkdam;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete for plain concreter works to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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construction of checkdam;Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (Kamole)

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