Minor Irrigation Department Tender
... More
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Minor Irrigation Department Tender
Civil And Construction
Drainage Work
Pipe Line Project
Opening Date21 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 49,99,640.38
Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
₹ 1,250
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
MI/2024-25/DA/WORK_INDENT4800Tender No
MI/2024-25/DA/WORK_INDENT4800Tender Authority
Minor Irrigation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Others - general specification
BOQ Items
... More
Item No 1.14.1, Volume-I, PAGE No-8 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work
214.8
102
21909.6
... More
Item No 1.15.1, Volume-I, PAGE No-8 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting, Upto 1.5m Depth Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work
214.8
363
77972.4
... More
Item No 1.8, Volume-IV, PAGE No-130 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting, Depth exceeding 1.5m, but not exceeding 3m .Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work
59.04
425
25092
... More
Item No 3.12, Volume-IV, PAGE No-140 - De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle (excluding cost of transportation) including cost of all machinery, labour & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work
2750
54
148500
... More
Item No.2.13 Volume-IV, PAGE No-39 - Providing and laying in-situ vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. .Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work
30.52
6067
185164.84
... More
Item No 3.13, Volume-IV, PAGE No-140 - Providing and laying insitu vibrated M-20 (28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cut off walls works & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work
207.67
6955
1444344.85
... More
Item No 2.11 e, Volume-I, PAGE No-18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Steel Fabrication For Dam & Allied Works .Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work
10.34
88842
918626.28
... More
Item no. 7.21.10, Volume-IV, P.No.95 - Supplying P-3 Class R.C.C spun pipes ( safe for 6 kg / cm2 test pressure ) to work spot including cost of all materials, machinery, labour, taxes, duties, levies, royalty & all necessary works as applicable as per specification. 1200 mm dia P-3 Class R.C.C spun pipe . complete with all lead and lift loading and unloading as per the direction of engineer in-charge of the work
105
6631
696255
... More
Item no. 7.22.1, Volume-IV, P.no. 96 - Laying and jointing P-2/P-3 class R.C.C spun pipes true to line and level with perfect linking at joint including loading, unloading, rolling / lifting and lowering into trench, applying soft soap to spigot and socket ends, cleaning inserting rubber sealing ring into correct position, jointing the pipes perfectly by jacking or other approved method, giving necessary hydraulic test at the specified pressure, cost of all jointing and water pressure testing materials, machinery, labour & all necessary works complete as per specification. 1200 mm dia P-2 / P-3 class R.C.C spun pipes. Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
105
850
89250
... More
Item No. 3.6, Volume-IV, P.No. 48 - Providing casing embankment using semi-pervious / pervious soil from dump areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
115.06
225
25888.5
... More
Item no.3.20, Volume-IV. P.no.50 - Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile and all other ancillary operations complete. Complete with all lead and lift, loading and unloading as per the direction of engineer incharge of the work.
632.47
725
458540.75
... More
Item no.12.2, Volume-III, P.NO-117 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work
27
239
6453
... More
Item no. 3.41.2, Volume-IV, P.NO-54 - Providing and constructing dry rubble stone pitching with pin headers at 2 per musing stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick. complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
362.48
455
164928.4
... More
Item No.3.4 Volume-III P.no. 17 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator .with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work
234
5
1170
... More
Item No. 4.3 Volume-III P.No.17 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Compacting Original round, Compacting original ground supporting embankment. Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
70.2
105
7371
... More
Item No. 1.8 Volume-I, P.No.7 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenances required to complete the work. Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
64.58
474
30610.92
... More
Item No.4.1 Volume-III P.no.23 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401, Granular Sub-Base, A.Plant Mix Method, (i) For Grading -I Material. Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
43.06
2488
107133.28
... More
Item no.4.17, Volume-III, P.No.26 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Wet Mix Macadam (Plant Mix Method), Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
43.06
2559
110190.54
... More
Item No 16.28, Volume-III, PAGE No-149 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
64.58
6754
436173.32
... More
Item No 3.6, Volume-III, PAGE No-17 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Construction of Subgrade and earthen Shoulders. Complete with all lead and lift, loading and unloading as per the direction of engineer in-charge of the work.
43.06
493
21228.58
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%