Minor Irrigation Department Tender
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
₹ 4,10,300Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
MI/2024-25/MT/WORK_INDENT2607Tender No
MI/2024-25/MT/WORK_INDENT2607Tender Authority
Minor Irrigation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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Documents
Others - Bill of Quantity 2607
Others - activity financial & physical bar chart 2607
Others - general specifications admin
Others - Calculation sheet Byrandahalli
Others - General conditions of contract
BOQ Items
CSR 23-24,VOL-4(PART2),I.NO.3.27,P.No. 142 - Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen the existing bund including disposing off the excavated soil in specified dump area & all necessary works as directed and complete as per specification with all lead and lifts as per the direction of Engineer in charge of work.
431.33
250
107832.5
CSR 23-24,VOL-4(PART2),I.NO.3.15, P.No. 140 - Providing new embankment to slopes of the existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer manually to meet required density 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 with all lead and lifts as per the direction of Engineer in charge of work.
9755.15
468
4565410.2
CSR 23-24, VOL-1, I.NO. 1.4.1, P.No. 5 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils. Complete with all lead and lifts as per the direction of Engineer in charge of work.
1212.55
242
293437.1
CSR 23-24,VOL-4(PART1),I.NO.2.13,P.No. 39 - 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 lead and lifts as per the direction of Engineer in charge of work.
280.1
6067
1699366.7
CSR 23-24, VOL-1, I.NO. 2.11 h, P.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. All other type of structures. Complete with all lead and lifts as per the direction of Engineer in charge of work.
29.1596
79011
2303929.1556
CSR 23-24,VOL-4(PART2),I.NO.1.12,P.No.130 - 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 with all lead and lifts as per the direction of Engineer in charge of work.
787.34
6955
5475949.7
CSR 23-24, VOL-1, I.NO. 2.4.3, P.No. 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 specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead and lifts as per the direction of Engineer in charge of work. Including formwork, centering and scaffolding.
28.74
6652
191201.472
CSR 23-24,VOL-4(PART1),I.NO.3.41.2,P.No. 54 - Providing and constructing dry rubble stone pitching with pin headers at 2 per sqm 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 lead and lifts as per the direction of Engineer in charge of work.
4670.8
455
2125214
CSR 23-24,VOL-4(PART2),I.NO.3.1,P.No. 139 - Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and aggregate including packing, wedging, finishing & all necessary works as directed and complete as per specification with all lead and lifts as per the direction of Engineer in charge of work.
1200
137
164400
CSR 23-24,VOL-4(PART2),I.NO.I.10,P.No. 130 - Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand including tamping, watering for 15 days & all necessary works as directed and complete as per specification with all lead and lifts as per the direction of Engineer in charge of work.
9111.37
153
1394039.61
CSR 23-24,VOL-4(PART2),I.NO.3.12,P.No.140 - De-silting of Tank Bed/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 with all lead and lifts as per the direction of Engineer in charge of work.
23562
54
1272348
CSR 23-24,VOL-4(PART2),I.NO.3.13,P.No.140 - De-silting of feeder channel / tank bed/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification with all lead and lifts as per the direction of Engineer in charge of work.
35000
94
3290000
CSR 23-24,VOL-4(PART1),I.NO.25,P.No.27 - Dewatering pump 5 hp diesel. Complete with all lead and lifts as per the direction of Engineer in charge of work.
80
281
22480
CSR 23-24, VOL-1, I.NO. 2.1.4, P.No. 15 - 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 as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead and lifts as per the direction of Engineer in charge of work.
30.12
6217
187256.04
CSR 23-24, VOL-2, I.NO. 11.25.2, P.No. 84 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery. Complete as per specification and with all lead and lifts as per the direction of Engineer in charge of work.
8921.23
136
1213287.28
CSR 23-24, VOL-1, I.NO. 1.14.1, P.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 all kinds of soils, complete with all lead and lifts as per the direction of Engineer in charge of work.
54.33
102
5541.66
CSR 23-24, VOL-2, I.NO. 11.58, P.No. 95 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required. (Made of G.I. wire of dia 4 mm) Complete with all lead and lifts as per the direction of Engineer in charge of work.
439.5
803
352918.5
CSR 23-24, VOL-2, I.NO. 8.33.3, P.No. 47 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour. Complete as per specification with all lead and lifts as per the direction of Engineer in charge of work.
879
139
122181
CSR 23-24,VOL-4(PART1),I.NO. 3.9,P.No. 48 - Providing compacted embankment for field irrigation channels with gravelly soil from approved borrow area in layers of 100 to 150 mm thickness (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading in layer of specified thickness, sorting-out, breaking clods, levelling, watering, compacting as directed, dressing sides to required slope and all other ancillary operations complete with all lead and lifts as per the direction of Engineer in charge of work.
795.34
489
388921.26
CSR 23-24, VOL-1, I.NO. 2.1.3, P.No. 15 - 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 as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Complete with all lead and lifts as per the direction of Engineer in charge of work.
0.19
5989
1137.91
CSR 23-24, VOL-3, I.NO. 8.54, P.No. 78 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Complete with all lead and lifts as per the direction of Engineer in charge of work.
1
9000
9000
CSR 23-24, VOL-3, I.NO. 8.42.3, P.No. 74 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm size. Complete with all lead and lifts as per the direction of Engineer in charge of work.
233
463
107879
CSR 23-24, VOL-2, I.NO. 8.39, P.No. 48 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour. Complete as per specification and with all lead and lifts as per the direction of Engineer in charge of work.
69.9
127
8877.3
CSR 23-24, VOL-3, I.NO. 4.17, 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 inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete with all lead and lifts as per the direction of Engineer in charge of work.
174.75
2559
447185.25
CSR 23-24, VOL-3, I.NO. 6.8.1, P.No. 51 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Complete with all lead and lifts as per the direction of Engineer in charge of work.
582.5
1068
622110
SE Approved Rate - Providing and fixing polished grey granite slab benches of size 5ft length of seating slab with bottom slab of 75mm thick with 1.50ft. With. Back rest slab of 50mm thick with 1.5ft. Depth, side and slabof 100mm thick 2.50 ft height including bull nosing of all hinges including fixing in CC 1:2:4 including loading and unloading. Complete with all lead and lifts as per the direction of Engineer in charge of work.
7
21000
147000
CSR 23-24, VOL-1, I.NO. 1.6.1, P.No. 6 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Complete with all lead and lifts as per the direction of Engineer in charge of work.
20.97
484
10149.48
CSR 23-24, VOL-5, I.NO. 10.2.1, P.No. 115 - Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for : Pipes of SN 4, 75mm dia. Complete with all lead and lifts as per the direction of Engineer in charge of work.
233
217
50561
CSR 23-24, VOL-5, I.NO. 10.1.1, P.No. 114 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for: PVC pipes 25mm dia, 10 kg/sqcm & class 5. Complete with all lead and lifts as per the direction of Engineer in charge of work.
139.8
48
6710.4
CSR 23-24, VOL-8, I.NO. 12.9(a), P.No. 49 - Growing of Hedges Digging trench of size 1mx0.30mx0.45m and filling 50% of the trench with top soil and remaining 50% trench with1:2:3 proportion of sand (0.0112), FYM (0.0224cum) red earth (0.0336cum) and planting of well grown plants (excluding cost of plants) Normal soil. Complete with all lead and lifts as per the direction of Engineer in charge of work.
233
100
23300
CSR 23-24, VOL-8, I.NO. 12.3(a), P.No. 48 - Planting of Shrubs Digging pits of size 0.45 x 0.45 x0.45m filling 50% of the pit with top soil and remaining 50% of pit with1:2:3 proportion of sand (0.007), FYM (0.014cm) red earth (0.021cm) and planting of well grown tree saplings (excluding cost of plants) Normal soil. Complete with all lead and lifts as per the direction of Engineer in charge of work.
400
68
27200
CSR 23-24, VOL-8, I.NO. 12.10(b), P.No. 49 - 1 ST DIGGING:-Digging of the area for developing lawn including removing weeds, debris if any and breaking of clumps, watering etc. (1x1x0.45mt) Complete with all lead and lifts as per the direction of Engineer in charge of work.
1361
75
103408.78
CSR 23-24, VOL-8, I.NO. 12.10(e), P.No. 49 - Supply of inputs such as sand, FYM, Red earth in 1:3:6 ratio.mixing and spreadingthe mixture to 7.50cm thickness wherever required 1. Red soil : 0.0075 cum 2. Farm Yard manure : 0.0225 cum 3. Sand : .045 cum. Complete with all lead and lifts as per the direction of Engineer in charge of work.
1361
108
148212.9
CSR 23-24, VOL-8, I.NO. 12.10G (a), P.No. 49 - Bermuda Grass Turf. Complete with all lead and lifts as per the direction of Engineer in charge of work.
1361
100
136100
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