Minor Irrigation Department Tender
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The Minor Irrigation Department has issued a formal invitation for competitive bids for Construction Of Series Of Checkdams To Doddathotada Halla Near Kesuvinakatte Village Bindiganavile Hobli Nagamangala Taluk Mandya District in Mandya, Karnataka, with an estimated contract value of Rs. 1,60,63,173. The bid opening date for this tender is 06-01-2025 and the last date for bid submission is 13-01-2025. Interested bidders for Minor Irrigation Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 2,41,000Document Cost
Refer DocumentsTender Fee
₹ 4,020
Description
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Contact
Tender Id
MI/2024-25/AB/WORK_INDENT3265Bid Award Id
ViewTender No
MI/2024-25/AB/WORK_INDENT3265Tender Authority
Minor Irrigation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
Instructions to Tenderers
BOQ Items
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code12 - Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations complete Complete with all leads & lifts as directed by Engineer in charge
2162.143
68
147025.724
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code06 - Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm 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/cutoff walls works & all necessary works as directed and complete as per specification & Complete with all leads & lifts as directed by Engineer in charge
1258.947
6955
8755976.385
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code23 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Crushable type such as Moorum or Gravel. Complete with all leads and lifts as directed by Engineer in charge
48.5625
2094
101689.875
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code24 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Type B (11.2mm agg). Complete with all leads and lifts as directed by Engineer in charge
48.5625
2406
116841.375
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code22 - Compacting original ground supporting embankment - 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. Complete with all leads & lifts as directed by Engineer in charge
97.125
105
10198.125
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code13 - Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour,tamping, plugging leakage points and all other ancillary operations Complete with all leads & lifts as directed by Engineer in charge
75.675
482
36475.35
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code17 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Complete with all leads & lifts as directed by Engineer in charge
16
3271
52336
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code09 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Complete with all leads & lifts as directed by Engineer-in-charge (Batching Plant) Engineer in charge
10.972
13971
153289.812
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code16 - Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations. 50 mm diameter and 750 mm long Complete with all leads & lifts as directed by Engineer in charge
77.4
524
40557.6
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code04 - Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. Complete with all leads and Lifts as directed by Engineer in charge
70.4
1278
89971.2
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code07 - Providing and laying in position Cement Concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all leads & lifts as directed by Engineer in charge
135.443
7527
1019520.0939
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code19 - Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification & Complete with all leads & lifts as directed by Engineer in charge
549.381
257
141190.917
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code10 - Steel Fabrication - 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 - All other type of structures. Complete with all leads & lifts as directed by Engineer in charge
37.32
79011
2948690.52
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code08 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & Complete with all leads & lifts as directed by Engineer in charge.
189
6526
1233429.12
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code05 - Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations Complete with all leads & lifts as directed by Engineer in charge
97.778
6067
593219.126
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code02 - Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations Complete with all leads & lifts as directed by Engineer in charge
700
25
17850
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code01 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle. Complete with all leads & lifts as directed by Engineer in charge
157
393
61701
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code03 - 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 all kinds of soils Depth upto 3 m. Complete with all leads & lifts as directed by Engineer in charge
973.92
102
99339.84
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code15 - Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using 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 leads and Lifts as directed by Engineer in charge
88
455
40040
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code18 - Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm centre to centre and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations Complete with all leads & lifts as directed by Engineer in charge
16.5
2525
41662.5
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code21 - Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. Complete with all leads and Lifts as directed by Engineer in charge
20
2592
51840
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