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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.6 Craccepted-aoc | ₹1.6 Cr | accepted-aoc |
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
13 Feb 2026, 10:59 pmClosed
Minor Irrigation Department
executive engineer
CONSTRUCTION OF CHECKDAM
MI/2025-26/DA/WORK_INDENT10471
MI/2025-26/DA/WORK_INDENT10471
Open
Dam and Allied works
Two Tender Document System(Two Cover)
Minor Irrigation Division Mandya
8 documents required · 8 mandatory
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 Satisfactory completion (at least 90% of the contract value), as Prime contractor, at least one similar work such as Construction of Bridge cum check dam/ Check dam of value not LESS THAN RS 74.65 LAKHS. during the last five years. (Usually not less than 50% estimated value of contract). Financial turnover and cost of completed works of previous years shall be given weightage of 10% per year based on the rupee value to bring them to 2025-26 price level
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 ,Executed in any one year (for a continuous period of 12 months) the minimum quantities of work (usually 80% of annual requirement) for works costing up to Rs.100.00 lakhs,01.Earth work Excavation, Desilting, Embankment (Combined qty-10550.00cum. 02 Cement Concrete (both PCC and RCC)-1235.00cum 03.Fabrication of reinforcement steel -17.65 tonne
Valid registration certificate
List of existing commitments and ongoing works
List of works for which tenders already submitted
valid GST Registration Details
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,Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works) of Rs 298.62 Lakhs. Annual turnover certificate along with balance sheet certified/attested by chartered accountant should be uploaded with18 digit System generated UDIN number. Financial turnover and cost of completed works of previous years shall be given weightage of 10% per year based on the rupee value to bring them to 2025-26 price level
Liquid assets and /or availability of credit facilities of not less than Rs 53.50 Lakhs (Credit lines/letter of credit/certificates from banks for meeting the fund requirement etc.) in the Prescribed Format
Contractor should produce the updated G.S.T Clearance Certificates, IT Returns, Profit and Loss Statements along with balance sheets issued by Chartered Accountant for the years from 2020 TO 2024-25
Total value of civl engineering works executed and payments received in the last five years (year-wise)
Banker Details for reference
Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years
Item Rates are Exclusive of GST and amount to tender is also Exclusive of GST hence the contractor should quote his/ her rate Exclusive of GST.
The Bidder shall quote Rates WITHOUT adding GST for either materials or works Contract (Service)GST payable by the contractor under this work/contract will be paid to the contractor.
Latest Address and contact number for communication to be furnished
₹3,740
₹2.2 L
6 Feb 2026
6 Feb 2026
16 Feb 2026
11 Feb 2026
10 Feb 2026
TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART
CONSTRUCTION OF CHECKDAM ACROSS HALLA IN KALKERE VILLAGE TO FACILITATE FARMERS BELONGING SCHEDULED TRIBE IN SRIRANGAPATNA TALUK MANDYA DISTRICT
Total Duration - 11 Months (Including Monsoon)
Indent No:MI/2025-26/DA/WORK_INDENT10471
Sl. No. ITEM CODE Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)
1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total Check
PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL FINANCIAL PHYSICAL
1 VOL3,IN2.5II(b) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of thorny jungle.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work 100 Sqm 390.00 484.00 188760.00 390.00 188760.00 390.00 188760.00 0.00 0.00
2 VOL4P1,IN8.2.1 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.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Each 250.00 25.50 6375.00 250.00 6375.00 250.00 6375.00 0.00 0.00
3 VOL4P2,IN3.12 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.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 9792.00 54.00 528768.00 2500.00 135000.00 3500.00 189000.00 3792.00 204768.00 9792.00 528768.00 0.00 0.00
4 VOL1,IN1.14.1 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 m.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 980.00 102.00 99960.00 380.00 38760.00 300.00 30600.00 300.00 30600.00 980.00 99960.00 0.00 0.00
5 VOL1,IN1.15.1 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 1.5 m depth.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 250.11 363.00 90789.93 150.11 54489.93 100.00 36300.00 250.11 90789.93 0.00 0.00
6 VOL4P1,IN2.13 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.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 158.91 5989.00 951729.96 28.91 173141.99 30.00 179670.00 25.00 149725.00 75.00 449192.97 158.91 951729.96 0.00 -0.00 0.0030
7 VOL4P2,IN1.12. 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) 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.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 1339.10 6843.00 9163461.30 100.00 684300.00 50.00 342150.00 39.10 267561.30 150.00 1026450.00 150.00 1026450.00 150.00 1026450.00 150.00 1026450.00 250.00 1710750.00 100.00 684300.00 100.00 684300.00 100.00 684300.00 1339.10 9163461.30 0.00 0.00
8 VOL1,IN2.11h 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 ancilary operations complete as per drawing and technical specification. All other type of structures.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work Tonne 22.05 69749.00 1537965.45 2.05 142985.45 3.00 209247.00 2.50 174372.50 2.50 174372.50 4.00 278996.00 4.00 278996.00 4.00 278996.00 22.05 1537965.45 0.00 0.00
9 VOL3,IN12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work Mtr 320.00 239.00 76480.00 150.00 35850.00 170.00 40630.00 320.00 76480.00 0.00 0.00
10 VOL4P1,IN3.41.2 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work Sqm 400.00 455.00 182000.00 200.00 91000.00 200.00 91000.00 400.00 182000.00 0.00 0.00
11 VOL4P2,IN1.8 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 9.18 1278.00 11732.04 9.18 11732.04 9.18 11732.04 0.00 0.00
12 VOL4P1,IN3.3 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, 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 and all other ancillary operations complete.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 2142.00 629.00 1347318.00 100.00 62900.00 742.00 466718.00 500.00 314500.00 300.00 188700.00 500.00 314500.00 2142.00 1347318.00 0.00 0.00
13 VOL3,IN12.3A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work Cum 334.97 1168.00 391244.96 200.00 233600.00 134.97 157644.96 334.97 391244.96 0.00 0.00
14 VOL1,IN2.4.3 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), M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 40.44 6413.81 259374.48 4.00 25655.24 15.44 99029.23 21.00 134690.01 40.44 259374.48 0.00 0.00
15 VOL1,IN2.5.2 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately), M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 4.2500 7070.70 30050.48 4.25 30050.48 4.25 30050.48 0.00 0.00
16 VOL3,IN13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant).Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work Cum 0.90 13087.00 11778.30 0.90 11778.30 0.90 11778.30 0.00 0.00
17 VOL3,IN13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. No 4.00 3271.00 13084.00 4.00 13084.00 4.00 13084.00 0.00 0.00
18 VOL3,IN12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Complete With All Lead And Lift Including Loading And Unloading Charges And As Per The Direction Of Engineer In Charge Of The Work. Cum 15.03 2677.00 40235.31 5.03 13465.31 5.00 13385.00 5.00 13385.00 15.03 40235.31 0.00 0.00
Milestone 1st Milestone 2nd Milestone 3rd Milestone 4th Milestone
APT 14931107.20 Milestones and liquidity damages
15009248.93 MILESTONES AMOUNT Liquidity damage
Mile Stone 2 8724182.30 8,724 Per day 32,292.00
-623895.62 Mile Stone 4 14931107.20 14,931 Per day
Earthwork excavation+Desilting+ Embankment Combined Qty 13164.11 Cum 10550.00 CUM 10,531.29 CUM
Fabrication Of Steel 22.05 Tonne 17.65 Tonne 17.64 CUM
4977035.7328 Cement Contrete 1543.60 Cum 1235 cum 1,234.88 CUM
metal beam crash barrier system #REF! Mtr #REF!
29862214.4 Annual turn over Rs.298.62Lakhs Rs 298.62Lakhs 298.622144 7465553.5992
54 Line of credit Rs.53.48 Lakhs Rs 53.50 Lakhs
7465553.5992 Similar nature of work Rs.74.65 Lakhs Rs 74.65 Lakhs 7465553.5992
TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART
CONSTRUCTION OF CHECKDAM ACROSS HALLA IN KALKERE VILLAGE TO FACILITATE FARMERS BELONGING SCHEDULED TRIBE IN SRIRANGAPATNA TALUK MANDYA DISTRICT
Total Duration -11 Months (Including Monsoon)
1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month 10th month 11th month
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FD417EXP-12-2024-Dtd-09-08-2024.pdf
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kalkere drawing.pdf
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KW-4 10471 kalkere.doc
Tender Document • 7.71 MB
labour.docx
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Royalty Circular.pdf
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KALKERE Pert Chart.xlsx
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mineral dispatch permit.zip
Instructions to Tenderers • 6.45 MB
e_payment.doc
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