Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Works
Civil And Construction
Building Construction
Opening Date29 May 2024
Closing Date11 Jun 2024
Tender Amount₹ 9,31,82,215 
Notes
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o and m;Providing hearting embankment using selected impervious soil from approved borrow areas 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

47982

184

8857477

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o and m;Providing and constructing 45 cm thick chimney filter using clean approved sand satisfying filter criteria including cost of all materials, machinery, labour, compacting etc.,to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

18506.9

1325

24521643

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

110892.89

288

32003688

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o and m;Providing and constructing 30 cm thick dry rubble stone pitching with pin headers at 2 per sqm 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

16428.1

358

5891117

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o and m;Providing and constructing 25 cm thick dry rubble stone pitching with pin headers at 2 per sqm 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

16179.7

103

1676217

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o and m;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

6819.7

301

2056822

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o and m;Providing and constructing graded filter media below and behind rock-toe consisting of 30 cm thick 80 - 20 mm Size graded coarse aggregates satisfying filter criteria as per specifications including cost of all materials, labour,Machinery, laying to required slope, compaction etc., to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

228

1113

253878

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o and m;Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge (OR REmoval)

80839

70

5699150

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o and m;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 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.,to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

115.4

5117

590536

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o and m;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.to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

563.1

5564

3133426

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o and m;Supply of 900 mm dia RCC NP3 pipesto complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

77.5

9528

738428

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o and m;Laying and jointing 900 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

29

1030

29879

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o and m;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,etc.to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

8550.8

187

1605840

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o and m;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, aggregates for bed and side lining of canal(100 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, 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

103.1

5698

587536

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o and m;Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

250

484

121225

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o and m;OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small Gates)As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of supporting structure, platform etc. with all accessories for operating canal escape/ regulator gate with all accessories including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete as per Specification and approved drawings to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

1.44

160537

231174

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o and m;OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

0.91

115816

104930

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o and m;OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings to complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

0.43

277132

120276

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o and m;E.M Parts OF ALL TYPES OF GATESSurface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and Removing dust. After cleaning,applying primary coat with one coat of Protective Mastic to athickness of 70+5 microns ,followed by finishing coats 2 coats with Solventless Coal tar epoxy each coat with a DFT of 150+5 microns and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

20.18

698

14088

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o and m;Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 40 microns ,followed by finishing coats 2 coats with Solventless Coal tar epoxy with material, labour and all accessories with all leads and lifts complete the finished item of work as per drawing or as directed by the Engineer-in-Charge

33.99

573

19503



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