Minor Irrigation Department Tender
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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.
Costs
EMD
₹ 4,34,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
MI/2024-25/CT/WORK_INDENT1391Tender No
MI/2024-25/CT/WORK_INDENT1391Tender Authority
Minor Irrigation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
Others - Detailed specification
Others - General specifications
BOQ Items
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1.14.1 - 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 3.00M with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
694.82
107
74415.222
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1.14.1 - 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 3.00Mwith all lead and lifts including loading and unloading as per the directions of engineer in charge of work
521.12
107
55811.952
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1.14.2 - 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 3.00M to 6.00m with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
3543.61
122
435332.4885
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1.15.1 - 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 1.50 m the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
1389.65
381
529665.0975
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1.15.2 - 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. b In ordinary Soft rock without blasting depth exeeding 1.50 m but not exeeding 3.00 Mtr the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
694.82
446
310063.425
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2.28 - Providing cutoff trench filling using selected approved impervious soil from borrow 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 to density control of not less than 95 percent using power roller and all other ancillary operations complete.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
1199.73
542
651273.4305
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2.27 - Providing hearting embankment using selected approved impervious soil from borrow 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 to density control of not less than 95 percent using power roller etc. complete with all lead and all lifts.
4311.42
531
2290657.446
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3.3 - Providing casing embankment using semipervious pervious approved soil from borrow areas in layers of 250 to 300 mm before compaction including cost of all materials machinery labourall 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.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
12176.81
660
8042174.1645
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3.8 - Providing casing embankment using semipervious pervious soil
collected in embankment area in heaps as part of disposal of
excavated soil from canal in layer of 250 to 300 mm before compaction including cost of all materialsmachinery labourall other operations such as spreading soil in layer of specified thickness sortingout breaking clods levelling sectioning edges sides watering compacting each layer to density control of not less than 95 percent or as stipulated by power roller and all other ancillary operations complete.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
1114.57
138
154479.402
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3.13 - Providing and constructing dry rubble rocktoe using rubble and stone chips from approved source including cost of all materials machinery labour hand packing rubble and stone chips finishing top and sides to required slopes and all other ancillary operations complete.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
989.4
1456
1440912.69
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2.35.2 - Providing and constructing vertical inclined graded filter media
using clean hard graded sand and coarse aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials machinery labour laying to required slopes compacting and all other ancillary operations complete as per specifications and approved drawings.10 mm down graded coarse aggregate layer the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
287.64
2092
601929.846
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2.34 - Providing and constructing longitudinal cross graded filter drains using sand 80mm to 20 mm and 20 mm down clean hard graded aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials machinery labour laying to required slopes compaction and all other ancillary operations complete as per specifications and approved drawings.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
167.127
2084
348334.44975
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2.36 - Providing and constructing graded filter media below and behind rock toe consisting of 200 mm thick sand 250 mm thick 20 to 4.75 mm and 400 mm thick 80 to 20 mm clean hard graded coarse aggregates from approved source satisfying specified filter criteria including cost of all materials machinery labour laying to required thickness and slope compacting and all other ancillary operations complete as per specifications and approved drawings.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
989.4
1942
1921909.5
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1.50 - Providing and constructing 550 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c c over filter backing of 100 mm thick sand and 150 mm thick 40 mm down graded coarse aggregate layers including cost of all materials machinery labour laying to specified slope wedging with chips finishing all necessary works as directed and complete as per specification.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
4680.99
993
4649627.367
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2.2.1 - Providing and laying in position Cement Concrete for all Foundation works.The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers well compacted using needle vibrators including all lead lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications.a M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
148.11
7129
1055942.8395
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2.11h - 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 ancillary operations complete as per drawing and technical specification All other type of structures the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
9.25
82961
767394.3375
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1.14.1 - WASTE WEIREarth 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 3.00M the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
568.54
107
60890.634
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1.15.1 - 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. a In ordinary Soft rock without blasting upto 1.50 m the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
852.81
381
325048.5315
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2.1.4 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 Using 20 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
78.69
6527
513676.5165
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2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all
lead lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications.Mix 136 MUsing 40 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
3.312
6288
20827.3464
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2.9 - Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rods with one end split and driven fimly using steel wedge into 1.25 m deep 38 mm dia. hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry for spillway and appurtenant works including cost of all materials, machinery, labour, steel wedge, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete with all lead and all lifts.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
40
1337
53508
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2.2.1 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
128.58
6799
874265.5662
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2.5.2 - 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 granitetrapbasalt 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
205.386
7759
1593787.14456
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2.11E - 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 ancillary operations All other type of structures complete as per drawing and technical specification the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
13.6592
82961
1133188.40376
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1.1 - Providing and constructing 75 mm dia PVC pipe weep holes for concrete masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill cost of all materials machinery labour all necessary works as directed and complete as per specification.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
32
353
11323.2
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8.25.2 - Removing and hauling all kinds of soil soft rock including boulders upto 0.6 m diameter slipped due to natural causes and disposing off the same in specified dump area or as directed by mechanical means including cost of all materials machinery labour rampways and all other ancillary operations complete.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
1800
112
202230
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1.14.1 - APPROACH CHANNEL 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 3.00Ma In all kinds of soils Depth upto 3 m the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
325
107
34807.5
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1.15.1 - 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. a In ordinarysoft rock without blasting upto 1.5 m depth the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
235.85
381
89894.2275
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8.30 - APPROACH ROAD Cutting and burning or disposing off Apu Jondu from marshy areas as directed with all other ancillary operations complete. the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
1250
9
12337.5
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8.2.1 - 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 the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
123
26
3293.94
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8.2.2 - Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
132
53
6998.64
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1.8 - 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 labourrollingwaterall materialsusage all other appurtenaces required to complete the work.the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
90
497
44793
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4.13 - 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 By mechanical means.(ii) Grading-II (53 mm to 22.4 mm)
(a) Using Screening Crushable type such as Moorum or Gravelthe work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
15.9
2198
34959.33
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1.14.1 - TAIL CHANNEL 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 3.00Mthe work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
47.56
107
5093.676
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1.15.1 - 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. a In ordinary Soft rock without blasting upto 1.50 m the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
31.7
381
12082.455
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2.1.3 - Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates as per technical specifications. with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
12
6288
75461.4
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2.2.1 - Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates the work with all lead and lifts including loading and unloading as per the directions of engineer in charge of work
36.3
6799
246817.857
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