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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹4.2 Craccepted-finance | ₹4.2 Cr | accepted-finance |
Tender Value
₹4.0 Cr
EMD Value
₹6.0 L
Closing Date
2 Apr 2026, 10:00 pmClosed
Minor Irrigation Department
technical assisstant
Improvements to Koraluru Tank in Kasaba Hobli, Hosakote Taluk.
MI/2025-26/MT/WORK_INDENT11365
MI/2025-26/MT/WORK_INDENT11365
Open
Modernization of tanks
Two Tender Document System(Two Cover)
Minor Irrigation Division Bengaluru
6 documents required · 6 mandatory
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
List of Financial Resources with Certificates
3.2 b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e 2020-21,2021-22,2022-23,2023-24 and 2024-25 (b) Satisfactory completed (at least 90% of the contract value), as prime contractor, for at least one similar work such as construction new tank/Lake/percolation tank/Improvements or beautification to tank works of value not less than Rs. 200.30 Lakhs.
3.2 c) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e 2020-21,2021-22,2022-23,2023-24 and 2024-25 (c) Executed in any one year following minimum quantities of work 1.Earthwork both in excavation, Desilting and Embankment combined qty 50,751.94 CUM, 2.Cement concrete both RCC and PCC 717.73 CUM, 3.Reinforcement of Steel 11.26, Revetment/Pitching 6299.96 Sqm
3.3 a Availability by owning at least 50% of the required/specified key and critical equipment for this work and the remaining 50% can be deployed on lease/hire basis for all works provided, the relevant documents (Commitment agreements, RC book, Purchase invoice, sale deed, hire/lease deed, latest B-extracts, latest insurance copy etc.,) for availability for this work are furnished. 1.Excavator/Back hoe loader,2,1 Own, 1 HIRE/LEASE, 2.Lorry/Tipper 4,2 Own 2 HIRE/LEASE, 3.Self loading Concrete Mixer/Concrete mixer 2,1 Own, 1 HIRE/LEASE.
3.2 a) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e 2020-21,2021-22,2022-23,2023-24 and 2024-25(a)Achieved in at least two financial years a minimum financial turnover (i.e from 2020-21 to 2024-25) (in all classes of civil engineering construction works only) of Rs 801.21 Lakhs Annual Turnover Certificate along with Balance sheet certified/attested by Chartered Accountants should be uploaded with 18-Digits system generated unique number UDIN Number
3.3(b) liquid assets and /or availability of credit facilities of not less than Rs. 157.54 Lakhs (Credit lines/letter of credit/certificates from banks for meeting the fund requirement etc.)
Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka
The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders end
It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.
EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.
3.3 a Availability by owning at least 50% of the required/specified key and critical equipment for this work and the remaining 50% can be deployed on lease/hire basis for all works provided, the relevant documents (Commitment agreements, RC book, Purchase invoice, sale deed, hire/lease deed, latest B-extracts, latest insurance copy etc.,) for availability for this work are furnished. 1.Excavator/Back hoe loader,2,1 Own, 1 HIRE/LEASE, 2.Lorry/Tipper 4,2 Own 2 HIRE/LEASE, 3.Self loading Concrete Mixer/Concrete mixer 2,1 Own, 1 HIRE/LEASE.
Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder.
Tenders from Joint ventures are not acceptable.
₹5,000
₹6.0 L
2 Apr 2026
23 Mar 2026
4 Apr 2026
2 Apr 2026
27 Mar 2026
TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART
Improvements to Koraluru Tank in Kasaba Hobli, Hosakote Taluk.
MI/2025-26/MT/WORK_INDENT11365
SL NO ITEM NAME UNIT QUANTITY RATE (INR) TOTAL (INR) 1st MONTH 2nd MONTH 3rd MONTH 4th MONTH 5th MONTH 6th MONTH 7th MONTH 8th MONTH 9th MONTH 10th MONTH 11th MONTH
PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof 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 complete as per specifications.II. By Mechanical Means: A. In area of Throney jungle. MORTH Specification No. 201 (PWD Common.SR -2023-24 Page no 9, I.no. 2.5(II)b,V3) 100 m2 605.00 484.00 292820.00 302.50 146410.00 302.50 146410.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 605.00 292820.00 0.00
2 Cutting of Trees, excluding removal of stumps and roots of trees. (i) Girth from 300 mm to 600 mm and as per the directions of the Engineer in charge of the work. each 413.00 595.00 245735.00 137.67 81911.67 137.67 81911.67 137.67 81911.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 413.00 245735.00 0.00
3 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 (PWD SR-2023-24,P.No.8, I.No. 1.14.1 V-1) m3 6493.37 102.00 662323.74 927.62 94617.68 927.62 94617.68 927.62 94617.68 927.62 94617.68 927.62 94617.68 927.62 94617.68 927.62 94617.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6493.37 662323.74 0.00
4 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 etc., complete with all lead and all lifts.(WRD-MI-KPCL SR 2023-24 V4,P.No. 47 , I.No.3.3) m3 17786.73 629.00 11187853.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4446.68 2796963.29 4446.68 2796963.29 4446.68 2796963.29 4446.68 2796963.29 17786.73 11187853.17 0.00
5 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer 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.(CSR 2023-24, Vol- 4 , Item No. 1.6Page No. 129) m2 7874.95 735.00 5788088.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1124.99 826869.75 1124.99 826869.75 1124.99 826869.75 1124.99 826869.75 1124.99 826869.75 1124.99 826869.75 1124.99 826869.75 7874.95 5788088.25 0.00
6 Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. (PWD Common.SR -2023-24 P.No. 17, I.No. 3.7 V-3) m3 1672.00 105.00 175560.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 418.00 43890.00 418.00 43890.00 418.00 43890.00 418.00 43890.00 #REF! #REF! #REF!
7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (CSR 2023-24, Vol- 1 , Item No. 1.7 Page No. 7) m3 10579.82 119.00 1258998.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1511.40 179856.94 1511.40 179856.94 1511.40 179856.94 1511.40 179856.94 1511.40 179856.94 1511.40 179856.94 1511.40 179856.94 1672.00 175560.00 -1083438.58
8 De-silting of Feeder Channel/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. (CSR 2023-24, Vol- 4 , Item No.3.13 Page No. 140) m3 27810.00 94.00 2614140.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3972.86 373448.57 3972.86 373448.57 3972.86 373448.57 3972.86 373448.57 3972.86 373448.57 3972.86 373448.57 3972.86 373448.57 10579.82 1258998.58 -1355141.42
9 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 appurtenaces required to complete the work. (PWD SR-2023-24 Page 7 Item no:1.8, V1) m3 770.000 474.00 364980.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110.00 52140.00 110.00 52140.00 110.00 52140.00 110.00 52140.00 110.00 52140.00 110.00 52140.00 110.00 52140.00 27810.00 2614140.00 2249160.00
10 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. (PWD SR-2023-24 P.No. 15, I.No. 2.1.3.V-1) m3 45.53 5918.00 269446.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 38492.36 6.50 38492.36 6.50 38492.36 6.50 38492.36 6.50 38492.36 6.50 38492.36 6.50 38492.36 770.00 364980.00 95533.46
11 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 Kerb Stone Kerb Stone (PWD SR -2023-24,P.No.74, I.No. 8.42.3-V3) m 3400.00 463.00 1574200.00 0.00 0.00 0.00 0.00 1700.00 787100.00 1700.00 787100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.53 269446.54 -1304753.46
12 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge.. (PWD SR -2023-24,P.No.51, I.No.8.63-V2) m2 4850.00 82.00 397700.00 0.00 0.00 0.00 0.00 2425.00 198850.00 2425.00 198850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
13 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)(PWD SR VOL-3 2023-24, P.No.121, I.No.13.2) m3 5.94 13087.00 77736.78 0.00 0.00 0.00 0.00 1.19 15547.36 1.19 15547.36 1.19 15547.36 1.19 15547.36 1.19 15547.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
14 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (PWD SR-2023-24 P.No. 16 , I.No. 2.4.1.V-1) m3 58.81 6327.00 372090.87 0.00 0.00 0.00 0.00 11.76 74418.17 11.76 74418.17 11.76 74418.17 11.76 74418.17 11.76 74418.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
15 Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR-2023-24 P.No. 15, I.No. 2.2.1.V-1) m3 643.85 6802.40 4379725.24 0.00 0.00 0.00 0.00 128.77 875945.05 128.77 875945.05 128.77 875945.05 128.77 875945.05 128.77 875945.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 Providing and laying in position Reinforced 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 20mm down size crushed coarse aggregate (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (PWD SR-2023-24 P.No. 16, I.No. 2.5.2.V-1) m3 143.03 7407.40 1059480.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.76 264870.11 35.76 264870.11 35.76 264870.11 35.76 264870.11
17 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 specifications.2023-24 Common SR Item No 2.11 (f) Page no 18 t 14.08 80780.00 1137382.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.52 284345.60 3.52 284345.60 3.52 284345.60 3.52 284345.60
18 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.(PWD SR-2023-24,Page no 6, I.no. 1.6.1,V1) m 39.20 484.00 18972.80 6.53 3162.13 6.53 3162.13 6.53 3162.13 6.53 3162.13 6.53 3162.13 6.53 3162.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19 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 specifications and as per directions of the Engineer-in-Charge. (PWD SR -2023-24 P.No. 84, I.No.11.25.2, V-2) kg 37270.68 136.00 5068812.48 6211.78 844802.08 6211.78 844802.08 6211.78 844802.08 6211.78 844802.08 6211.78 844802.08 6211.78 844802.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
20 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 complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade) (PWD SR 2023-24 P:95, I 11.59) m2 3620.00 841.00 3044420.00 0.00 0.00 0.00 0.00 0.00 0.00 452.50 380552.50 452.50 380552.50 452.50 380552.50 452.50 380552.50 452.50 380552.50 452.50 380552.50 452.50 380552.50 452.50 380552.50
21 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 c / c 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.((As per MISR for 2023-24 vide item no 2.18 Page no 40, Vol IV Part I) m 18.00 2525.00 45450.00 0.00 0.00 0.00 0.00 0.00 0.00 2.25 5681.25 2.25 5681.25 2.25 5681.25 2.25 5681.25 2.25 5681.25 2.25 5681.25 2.25 5681.25 2.25 5681.25
22 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete.(As per MISR for 2023-24 vide Item No 4.14, page No 61, Vol-4, Part 1) m3 11.06 2207.00 24409.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.84 4068.24 1.84 4068.24 1.84 4068.24 1.84 4068.24 1.84 4068.24 1.84 4068.24
1st Milestone 2nd Milestone 3rd Milestone 4th Milestone
LOC 12018097.71 Milestones and liquidity damages
18027146.56 MILESTONES AMOUNT Liquidity damage
Mile Stone 1 5318161.25 5,318.00 Per day 5318.16 Rs 53.18 Lakhs
Mile Stone 2 10815812.14 10,816.00 Per day 16133.98 Rs 161.34 Lakhs
Mile Stone 3 13423995.08 13,424.00 Per day 29557.97 Rs 295.58 Lakhs
Mile Stone 4 10502357.22 10,502.00 Per day 40060.32 Rs 400.60 Lakhs
200000 Concrete 897.16 Cum 717.73 717.73 Cum
Steel 14.08 Tonne 11.26 11.26 T
Revetment/Pitching 7874.95 Sqm 6299.96 6299.96 Sqm
Annual turn over Rs 801.21 Lakhs
Line of credit Rs 157.54 Lakhs
Similar nature of work Rs 200.30 Lakhs
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