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
₹ 4,08,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
MI/2024-25/CT/WORK_INDENT2395Tender No
MI/2024-25/CT/WORK_INDENT2395Tender 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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PWD SR Vol1 Item Code 1.14.1 P G 08 - 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
780.76
107
83619.396
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PWD SR Vol1 Item Code1.14.1 P G 08 - 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 workIn all kinds of soils Depth upto 3 mwith all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
585.57
107
62714.547
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PWD SR Vol1 Item Code1.14.2 P G 08 - 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 m to 6 m as directed by the engineer in charge of the workwith all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
195.19
122
23979.0915
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PWD SR Vol1 Item Code1.15.1P G 09 - 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 all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
1561.52
381
595173.348
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PWD SR Vol1 Item Code1.15.2 P G 09 - 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 ordinary Soft rock without blasting depth exeeding 1.50 m but not exeeding 3.00 Mtr with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
780.76
446
348414.15
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WRD SR Vol4 Item No.2.28 Page 41 - Providing cut-off 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
1548.52
542
840614.082
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WRD SR Vol4 Item No.2.27 Page 41 - 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 and all other ancillary operation complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
6712.15
531
3566165.295
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WRD SR Vol4 Item No.3.3 Page 47 - Providing casing embankment using semi-pervious 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
11689.9
660
7720594.455
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WRD SR Vol4 Item No.3.8 Page 48 - Providing casing embankment using semi-pervious 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 sorting-out 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 completewith all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
1282
138
177685.2
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WRD SR Vol4 Item No.3.13 Page 49 - Providing and constructing dry rubble rock-toe 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 completewith all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
405
1456
589821.75
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WRD SR Vol4 Item No.2.35.2 Page 42 - 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 sand layer 10 mm down graded coarse aggregate layer with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
645.75
2092
1351328.7375
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WRD SR Vol4 Item No.2.34 Page 42 - 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 ecified filter criteria in layers of specified thickness including cost of all materials machinery labour laying to required slopes ompaction and all other ancillary operations complete as per pecifications and approved drawingswith all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
53.75
2084
112028.4375
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WRD SR Vol4 Item No.2.36 Page 42 - 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 drawingswith all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
297
1942
576922.5
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WRD SR Vol4 Item No.1.5 Page 129 - 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
3094.14
993
3073409.262
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PWD SR Vol1 Item No.2.5.2 Page 16 - 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
51.678
7759
401019.21288
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PWD SR Vol1 Item No.2.11e Page 92 - 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 dam and allied works complete as per drawing and technical specification with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
2.3
93284
214553.43
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PWD SR Vol1 Item Code1.14.1 P G 08 - WASTE WEIR 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
147.8752
107
15837.43392
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PWD SR Vol1 Item Code1.15.1P G 09 - 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
221.81
381
84542.8815
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PWD SR Vol1 Item No.2.1.4 Page 60 - 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 ppurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
77.262
6527
504354.7467
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PWD SR Vol1 Item No.2.4.3 Page 16 - 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 specificationsM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
172.84
7185
1241858.8568
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PWD SR Vol1Item No.2.5.2 Page 16 - 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 specificationsM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
92.406
7759
717066.86376
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WRD SR Vol4 Item No.2.9 Page 38 - 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 lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
40
1337
53508
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PWD SR Vol1 Item No.2.11e Page 92 - 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 dam and allied works complete as per drawing and technical specification complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
7.95
93284
741608.595
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WRD SR Vol4 Item No.1.1 Page 129 - 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
24
353
8492.4
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WRD SR Vol4 Item No.8.25.2 Page 105 - 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
118.8
112
13347.18
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PWD SR Vol1 Item Code1.14.1 P G 08 - 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 m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
1440
107
154224
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PWD SR Vol1 Item Code1.15.1P G 09 - 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
1500
381
571725
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WRD SR Vol4 Item No.8.30 Page 101 - APPROACH ROAD Cutting and burning or disposing off Apu Jondu from marshy areas as directed with all other ancillary operations completewith all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
4000
9
39480
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WRD SR Vol4 Item No.8.2.1 Page 101 - Cutting and removing jauliflora bushes upto 150 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
500
26
13390
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WRD SR Vol4 Item No.8.2.2 Page 101 - 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
230
53
12196.9
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PWD SR Vol1 Item No.1.8 Page 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 labourrollingwaterall materialsusage all other appurtenaces required to complete the work with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
1620
497
806274
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PWD SR Vol3 Item No.4.13 404 B(ii)a Page 26 - 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 Grading-I 53mm to 22.4mm using screening crushable type such as murrum/gravel with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
171.72
2198
377560.764
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PWD SR Vol1 Item Code1.14.1,P G 08 - 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 mwith all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
158.63
107
16989.273
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PWD SR Vol1 Item Code1.15.1,P G 09 - 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 15 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
158.63
381
60461.8245
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PWD SR Vol1 IT No.2.1.3 P no 60 - 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 labourUsage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications Mix 1: 3: 6 Using 40 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
59.4045
6288
373562.228025
... More
PWD SR Vol 1Item No.2.5.2 P NO 16 - 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 M-25 design mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work
192.38
7759
1492861.1048
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