| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1717134651000 | 0 | None | None | Roads | Construction of CC road From Sangamma Kuratagi House to Tippu sultan Circle in Nagarahalli Village | 4135722.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3207359 | 110386 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 95.0 | 95.0 | 490.0 | False | None | None | False | None | False | 46550.0 | 0 | | 3207360 | 110386 | None | code02 | 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 474.0 | 474.0 | 367.5 | False | None | None | False | None | False | 174195.0 | 0 | | 3207361 | 110386 | None | code03 | Granular sub-basewith with well gradedMaterial By mix in Place Method A) By mix in place method Construction of Granular Sub-Base By Providing well graded amaterial, spreding in uniform Layers with motor grader on prepared surface mixing by mix in place method with with rotovator at OMC and compacting with Smooth wheel roller to achieve the desired density, complete as per clause 401 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1427.0 | 1427.0 | 245.0 | False | None | None | False | None | False | 349615.0 | 0 | | 3207362 | 110386 | None | code04 | W B M Grading - I Water Bound Macadam Subbase/Base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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.B) Mechanical means ii) Grading-II (53 mm to 22.4 mm) b)Using Screening Type B (11.2mm agg) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2406.0 | 2406.0 | 183.75 | False | None | None | False | None | False | 442102.5 | 0 | | 3207363 | 110386 | None | code05 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including constructionjoints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6374.0 | 6374.0 | 490.0 | False | None | None | False | None | False | 3123260.0 | 0 |
| | 1717134651000 | 0 | None | None | Roads | Construction of CC road In Bommanahalli Village | 1639201.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3207364 | 110387 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 95.0 | 95.0 | 259.0 | False | None | None | False | None | False | 24605.0 | 0 | | 3207365 | 110387 | None | code02 | 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 474.0 | 474.0 | 194.25 | False | None | None | False | None | False | 92074.5 | 0 | | 3207366 | 110387 | None | code03 | Granular sub-basewith with well gradedMaterial By mix in Place Method A) By mix in place method Construction of Granular Sub-Base By Providing well graded amaterial, spreding in uniform Layers with motor grader on prepared surface mixing by mix in place method with with rotovator at OMC and compacting with Smooth wheel roller to achieve the desired density, complete as per clause 401 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1427.0 | 1427.0 | 88.0 | False | None | None | False | None | False | 125576.0 | 0 | | 3207367 | 110387 | None | code04 | W B M Grading - I Water Bound Macadam Subbase/Base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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.B) Mechanical means ii) Grading-II (53 mm to 22.4 mm) b)Using Screening Type B (11.2mm agg) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2406.0 | 2406.0 | 66.0 | False | None | None | False | None | False | 158796.0 | 0 | | 3207368 | 110387 | None | code05 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including constructionjoints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6374.0 | 6374.0 | 194.25 | False | None | None | False | None | False | 1238149.5 | 0 |
| | 1717134651000 | 0 | None | None | Roads | Construction of CD Work in Kadani Village | 260816.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3207369 | 110388 | None | code01 | Excavation for Structures 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, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 102.0 | 102.0 | 42.2 | False | None | None | False | None | False | 4304.4 | 0 | | 3207370 | 110388 | None | code02 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5989.0 | 5989.0 | 2.4 | False | None | None | False | None | False | 14373.6 | 0 | | 3207371 | 110388 | None | code03 | 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work" ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6404.0 | 6404.0 | 24.92 | False | None | None | False | None | False | 159587.68 | 0 | | 3207372 | 110388 | None | code04 | Providing Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) is 8%
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 512.32 | 512.32 | 24.92 | False | None | None | False | None | False | 12767.0144 | 0 | | 3207373 | 110388 | None | code05 | Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. (C) 750 mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 3335.0 | 3335.0 | 10.0 | False | None | None | False | None | False | 33350.0 | 0 | | 3207374 | 110388 | None | code06 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | MT | 79011.0 | 79011.0 | 0.38 | False | None | None | False | None | False | 30024.18 | 0 | | 3207375 | 110388 | None | code07 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 109.0 | 109.0 | 58.8 | False | None | None | False | None | False | 6409.2 | 0 |
| | 1717134651000 | 0 | None | None | Roads | Construction of CC road From Bhagavantraya Biradar House to Sharanu Katti House in Kadani Village | 1392653.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3207376 | 110389 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 95.0 | 95.0 | 165.0 | False | None | None | False | None | False | 15675.0 | 0 | | 3207377 | 110389 | None | code02 | 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. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 474.0 | 474.0 | 123.75 | False | None | None | False | None | False | 58657.5 | 0 | | 3207378 | 110389 | None | code03 | Granular sub-basewith with well gradedMaterial By mix in Place Method A) By mix in place method Construction of Granular Sub-Base By Providing well graded amaterial, spreding in uniform Layers with motor grader on prepared surface mixing by mix in place method with with rotovator at OMC and compacting with Smooth wheel roller to achieve the desired density, complete as per clause 401 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1427.0 | 1427.0 | 82.5 | False | None | None | False | None | False | 117727.5 | 0 | | 3207379 | 110389 | None | code04 | W B M Grading - I Water Bound Macadam Subbase/Base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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.B) Mechanical means ii) Grading-II (53 mm to 22.4 mm) b)Using Screening Type B (11.2mm agg) ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2406.0 | 2406.0 | 61.88 | False | None | None | False | None | False | 148883.28 | 0 | | 3207380 | 110389 | None | code05 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including constructionjoints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6374.0 | 6374.0 | 165.0 | False | None | None | False | None | False | 1051710.0 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1717134652000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1717134652000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1717134652000 | 0 | None | None | ELIGIBILITY | Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. | None | | 1717134652000 | 0 | None | None | ELIGIBILITY | 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. | None | | 1717134652000 | 0 | None | None | ELIGIBILITY | EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. | None | | 1717134979000 | 0 | None | None | ELIGIBILITY | 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 e-Procurement portal due to internet connectivity issues and technical glitches at bidders end | None | | 1717134984000 | 0 | None | None | ELIGIBILITY | 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 | None | | 1717134988000 | 0 | None | None | ELIGIBILITY | As per Karnataka State Government order No. LD/300/LET/2006, Bangalore, Dated: 01-01-2007 and Government Letter No. PW/134/BMS/2007, Dated: 27-07-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund and Contractors should follow strictly prevailing rules of labour act | None | | 1717134994000 | 0 | None | None | ELIGIBILITY | The Tenderer shall obtain the work done certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer District Level Officer and scan the Original Certificate and attach the scanned file to the Bid. | None | | 1717134999000 | 0 | None | None | ELIGIBILITY | Financial Year will be reckoned as the period between first day of April and Thirty First day of March of succeeding year both days inclusive | None | | 1717135003000 | 0 | None | None | ELIGIBILITY | Conditional tenders will not be accepted | None | | 1717135007000 | 0 | None | None | ELIGIBILITY | The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder | None | | 1717135011000 | 0 | None | None | ELIGIBILITY | The Employer reserves the right to Reject any or all Tenders without assigning any reasons | None | | 1717135015000 | 0 | None | None | ELIGIBILITY | Tenderer shall note that the Tenderer of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2: Instructions to Tenderer ITT, will be considered for evaluation | None | | 1717135019000 | 0 | None | None | ELIGIBILITY | The rates of all items appeared in Bill of Quantities are inclusive of all leads and lifts | None | | 1717135023000 | 0 | None | None | ELIGIBILITY | Royalty Charges will be Deducted in every bill of contract as per rules | None | | 1717135027000 | 0 | None | None | ELIGIBILITY | The bidder is required to maintain the road executed and completed projects during the defect liability period of 12months from the date of completion of the work | None | | 1717135031000 | 0 | None | None | ELIGIBILITY | Only relevant document needs to be uploaded. un-necessary documents or any kind of fake documents will lead to rejection of tender | None | | 1717135035000 | 0 | None | None | ELIGIBILITY | GST shall be paid to the tendered amount separately | None | | 1717135040000 | 0 | None | None | ELIGIBILITY | The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time | None | | 1717135044000 | 0 | None | None | ELIGIBILITY | All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. The contractor should indemnify the client to that extent | None | | 1717135048000 | 0 | None | None | ELIGIBILITY | The Item Rates quoted shall include the cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour, hire charges of machinery & equipment, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer- in-charge of the work | None | | 1717135052000 | 0 | None | None | ELIGIBILITY | Tenderer who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value | None | | 1717135056000 | 0 | None | None | ELIGIBILITY | All materials required for this work shall be procured by the bidder himself and should got tested by the quality control authorities at his own cost before use on the work | None | | 1717135060000 | 0 | None | None | ELIGIBILITY | The bidders shall bear all costs associated with the preparation and submission of each tender, and the employer will in no case be responsible and liable for those costs | None | | 1717135064000 | 0 | None | None | ELIGIBILITY | To Qualify for award of this contract, each bidder should give all details and documents as per technical and financial bid attached to this tender | None | | 1717135068000 | 0 | None | None | ELIGIBILITY | The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the standard tender documents KW-3 KPWD and further orders thereon | None | | 1717135071000 | 0 | None | None | ELIGIBILITY | Period for completion of work is 03 Months (Including Monsoon) | None | | 1717135076000 | 0 | None | None | ELIGIBILITY | Registration Certificate (P.W.D License Class- I & above) | None | | 1717135080000 | 0 | None | None | ELIGIBILITY | Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit for an amount 5% of the Contract price | None | | 1717135084000 | 0 | None | None | ELIGIBILITY | EMD may be paid fully by E-payment Rs. 74,300/-or in two parts, Part (1) Rs 50000/- by E-Payment Part (2) Rs. 24,300/- EMD in the form of Bank Guarantee issued by any Nationalised / Scheduled Bank in favour of Executive Engineer PRE Dn Vijayapur | None | | 1717135088000 | 0 | None | None | ELIGIBILITY | The Department is not responsible for any delay in accessing e-procurement portal | None | | 1717135092000 | 0 | None | None | ELIGIBILITY | Item for which no rates or price has been entered in will not be paid for by the Employer when executed & shall be deemed covered by the other rates & prices in the bill of quantities | None | | 1717135096000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract each tenderer in his name should have in the last five years period (i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24) Turnover Certificate obtained from Charted Accountant and achieved in at least two financial years an average Annual Financial Turnover (in all classes of civil Engineering construction works only) of Rs. 74.28 lakhs (usually not less than the estimated cost under this contract | None | | 1717135100000 | 0 | None | None | ELIGIBILITY | Availability by owning, owning/ Hire/ Lease basis, Govt circular on GO-FD/AE 263/EXP12-2022, dated- 11-05-2022, this clause for owning key equipments for works costing upto Rs. 3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in constructions as per MORTH specification. 1) Self Loading Concrete Mixer 2) Water Tanker 3) Tractor with Tralee 4) Centering Materials | None | | 1717135104000 | 0 | None | None | ELIGIBILITY | Any Deviation/error/Mistakes found in units of items, they should be read as in the unified SR 2023-24 and the rates shall be quoted accordingly | None | | 1717135108000 | 0 | None | None | ELIGIBILITY | Liquid assets and /or availability of credit facilities of not less than Rs 22.29 lakhs (30% of amount put to tender) (Credit lines/ letter of credit/ certificates from Nationalized banks for meeting the fund requirement etc.) for particularly this work only. (Unconditional) in given format | None | | 1717135114000 | 0 | None | None | ELIGIBILITY | Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. | None | | 1717135118000 | 0 | None | None | ELIGIBILITY | The contractor belonging to the Scheduled Castes or Scheduled Tribes shall be domicile of the State of Karnataka for more than 10 years | None | | 1717135122000 | 0 | None | None | ELIGIBILITY | This work is Reserved for Scheduled Caste (SC-Category) | None | | 1717135126000 | 0 | None | None | ELIGIBILITY | If the contractor is firm, then all the partners or members of the firm shall belong to the Scheduled Castes or Scheduled Tribes as the case may be | None | | 1717135130000 | 0 | None | None | ELIGIBILITY | The contractor belonging to the Scheduled Castes or Scheduled Tribes should upload the Caste certificate of SC/ST from competent authority as the case may be. | None | | 1717135134000 | 0 | None | None | ELIGIBILITY | The contractor participating in the tender must upload a photo and certificate of site inspection jointly with the concerned Assistant Executive Engineer before submitting the tender. | None | | 1717135138000 | 0 | None | None | ELIGIBILITY | In case the contractor participating in the tender submits a lower rate, the difference amount shall be paid in advance as security deposit in any nationalized bank and the relevant document shall be uploaded, in case not uploaded, which such tender proposal shall be rejected. | None | | 1717140254000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract each tenderer in his name should have in the last five years period (i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24) Turnover Certificate obtained from Charted Accountant and achieved in at least two financial years an average Annual Financial Turnover (in all classes of civil Engineering construction works only) of Rs. 74.28 lakhs (usually not less than the estimated cost under this contract | None | | 1717140381000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in last five years (i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24) Satisfactorily completed as a prime contractor for at least one similar nature of work done 25% of the cost of the work i.e., not less than the amount Rs 18.57 lakhs, certificate issued from the rank of Executive Engineer and above for the same should be furnished by the contractor. (With Work Indent Number). | None | | 1717140399000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years Executed in any one year, the following minimum 80 % quantities of work in last five years. 1. Embankment - 548.40 Cum 2. GSB - 332.40 Cum 3. WBM - 249.30 Cum PCC/RCC - 559.23 Cum | None |
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