| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1726568545000 | 0 | None | None | Bridges | Construction of Rigid Pavement over pipe Culvert | 304678.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4014647 | 155535 | None | Vol-3, P.No. 144 I.No. 16.8 (b) | Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (b) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (b))
| m | 25.0 | 25.0 | 26.0 | False | None | None | False | None | False | 650.0 | 0 | | 4014648 | 155535 | None | Vol-3, P.No. 17 I.No. 3.4 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4)
| Cum | 5.0 | 5.0 | 39.0 | False | None | None | False | None | False | 195.0 | 0 | | 4014649 | 155535 | None | Vol-1, P.No. 7 I.No. 1.8 | 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. (Vol-1, P.No. 7 / I.No. 1.8)
| Cum | 474.0 | 474.0 | 32.76 | False | None | None | False | None | False | 15528.24 | 0 | | 4014650 | 155535 | None | Vol-3, P.No. 17 I.No. 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6)
| Cum | 493.0 | 493.0 | 24.17 | False | None | None | False | None | False | 11915.81 | 0 | | 4014651 | 155535 | None | Vol-3, P.No. 23 I.No. 4.1(A) (v) | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Vol-3, P.No. 23 / I.No. 4.1(A) (v))
| Cum | 2487.0 | 2487.0 | 15.49 | False | None | None | False | None | False | 38523.63 | 0 | | 4014652 | 155535 | None | Vol-3, P.No. 26 I.No. 4.17, (A) | 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 in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17, (A))
| Cum | 2559.0 | 2559.0 | 18.74 | False | None | None | False | None | False | 47955.66 | 0 | | 4014653 | 155535 | None | I.No- 16.28 Page-149 of PWD SR (Vol. 3) | 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:383:2016:, 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 construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishingto 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.[I.No.- 16.28 / Page-149 of PWD SR (Vol. 3) 2023-24]
| Cum | 6754.0 | 6754.0 | 24.99 | False | None | None | False | None | False | 168782.46 | 0 | | 4014654 | 155535 | None | I.No.-14.4 A Page-129 of PWD SR (Vol. 3) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A Stone/Boulder [I.No.-14.4 A / Page-129 of PWD SR (Vol. 3) 2023-24]
| Cum | 1912.0 | 1912.0 | 11.05 | False | None | None | False | None | False | 21127.6 | 0 |
| | 1726568545000 | 0 | None | None | Bridges | Construction of Pipe Culvert - 1000mm dia 2 Rows | 505586.95 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4014655 | 155536 | None | Vol-1, P.No. 8 I.No. 1.14.1 | 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 (Vol-1, P.No. 8 / I.No. 1.14.1)
| Cum | 102.0 | 102.0 | 105.33 | False | None | None | False | None | False | 10743.66 | 0 | | 4014656 | 155536 | None | Vol-1, P.No. 7 I.No. 1.8 | 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. (Vol-1, P.No. 7 / I.No. 1.8)
| Unit | 474.0 | 474.0 | 22.96 | False | None | None | False | None | False | 10883.04 | 0 | | 4014657 | 155536 | None | Vol-1, P.No. 7 I.No.1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol-1, P.No. 7 / I.No.1.9)
| Cum | 266.0 | 266.0 | 9.94 | False | None | None | False | None | False | 2644.04 | 0 | | 4014658 | 155536 | None | Vol-1 P. No. 15 It No. 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3)
| Cum | 5989.0 | 5989.0 | 5.42 | False | None | None | False | None | False | 32460.38 | 0 | | 4014659 | 155536 | None | Vol-1, P.No. 16 I.No. 2.4.2 | 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) M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2)
| Cum | 6323.0 | 6323.0 | 40.86 | False | None | None | False | None | False | 258357.78 | 0 | | 4014660 | 155536 | None | Vol-1, P.No. 111 SI.No. 8 | Formwork for Culverts (Head walls) 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) M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / SI.No. 8)
| Cum | 505.84 | 505.84 | 40.86 | False | None | None | False | None | False | 20668.6224 | 0 | | 4014661 | 155536 | None | Vol-3, P.No. 146 I.No. 16.16 b | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. b 1000mm dia (Vol-3, P.No. 146 / I.No. 16.16 b)
| m | 16007.0 | 16007.0 | 7.5 | False | None | None | False | None | False | 120052.5 | 0 | | 4014662 | 155536 | None | Vol-1, P.No. 18 I.No. 2.11 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-1, P.No. 18 / I.No. 2.11f)
| t | 79011.0 | 79011.0 | 0.63 | False | None | None | False | None | False | 49776.93 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1726568546000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1726568546000 | 1 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Teritory. | None | | 1726568546000 | 1 | 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 KPPP portal due to internet connectivity issues and technical glitches at bidders end | None | | 1726568546000 | 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 | | 1726568546000 | 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 | | 1726568546000 | 1 | 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 | | 1726568546000 | 1 | None | None | ELIGIBILITY | Tender invited only for eligible contractors registered under Karnataka Public Works Dept Conditional tenders will not be accepted | None | | 1726568546000 | 1 | 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 | | 1726568546000 | 1 | None | None | ELIGIBILITY | The Tenderer shall obtain the workdone 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 | | 1726568546000 | 1 | None | None | ELIGIBILITY | All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original. | None | | 1726569361000 | 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 | | 1726569366000 | 0 | None | None | ELIGIBILITY | The Employer reserves the right to Reject any or all Tenders without assigning any reason | None | | 1726569370000 | 0 | None | None | ELIGIBILITY | The Department is not responsible for any delay in accessing KPPP portal | None | | 1726569374000 | 0 | None | None | ELIGIBILITY | Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. | None | | 1726569380000 | 0 | None | None | ELIGIBILITY | All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. | None | | 1726569384000 | 0 | None | None | ELIGIBILITY | The items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinery and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. | None | | 1726569390000 | 0 | None | None | ELIGIBILITY | Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders | None | | 1726569395000 | 0 | None | None | ELIGIBILITY | All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose. | None | | 1726569401000 | 0 | None | None | ELIGIBILITY | Physical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014 | None | | 1726569405000 | 0 | None | None | ELIGIBILITY | Department will not supply any materials. | None | | 1726569409000 | 0 | None | None | ELIGIBILITY | The cost of the Tender form shall not be refundable. | None | | 1726569414000 | 0 | None | None | ELIGIBILITY | Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Belagavi during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. | None | | 1726569418000 | 0 | None | None | ELIGIBILITY | Epayment Challan should be Scanned | None | | 1726569422000 | 0 | None | None | ELIGIBILITY | The Tenderer must be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening. | None | | 1726569427000 | 0 | None | None | ELIGIBILITY | The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 in respect of the employees engaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund. | None | | 1726569432000 | 0 | None | None | ELIGIBILITY | As per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. | None | | 1726569437000 | 0 | None | None | ELIGIBILITY | THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA.ANY JUNK ,SUPERFLUOS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTED | None | | 1726569442000 | 0 | None | None | ELIGIBILITY | The Item Rate quoted shall include the Royalty Charges on construction materials and other as per prevailing Government Orders. | None | | 1726569446000 | 0 | None | None | ELIGIBILITY | GST shall be paid to the tendered amount separately. | None | | 1726569451000 | 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 delays as determined by the authority while granting the extension of time. | None | | 1726569455000 | 0 | None | None | ELIGIBILITY | Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25 in the Technical Qualification Criteria . | None | | 1726569460000 | 0 | None | None | ELIGIBILITY | Unique Document Identification Number (UDIN) from Practicing Chartered Account is Preferred | None | | 1726569540000 | 0 | None | None | ELIGIBILITY | The Tenderer shall obtain similar the workdone certificate CD/Culvert/Bridge Works within the financial years of 2019-20 to 2023-24 (50% of the Amount Put to Tender) i.e Rs.4.05 lakhs 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 | | 1726569547000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 achieved in at least two financial years an average financial turnover of Rs.8.10 Lakhs (in all classes of civil engineering construction works only) | None | | 1726569552000 | 0 | None | None | ELIGIBILITY | The EMD of Rs.20300/- shall be paid in full through e-payment in favour of Executive Engineer, PW, Dept Belagavi Dn, Belagavi | None | | 1726569557000 | 0 | None | None | ELIGIBILITY | The Project Completion period is 3(Three) months and the Tenderer should maintain work during the defect liability period, which is (1)One year after successful completion of the work. (including Monsoon). | None | | 1726569565000 | 0 | None | None | ELIGIBILITY | Appeal: As per the Govt. Ltr. No. 572/CRM/2020/PWD-COMM-1-PWD-SEC, dated 09.10.2020 the appeal received in e-Procurement KPPP portal as per KTPP Act / Rules within the stipulated time will only be considered. Any written Appeal Received shall not be considered. | None | | 1726569574000 | 0 | None | None | ELIGIBILITY | The tenderer should be a KPWD registered Class-IV and Above Contractor | None | | 1726569578000 | 0 | None | None | ELIGIBILITY | Royality shall be deducted as per KMMCR 1994 Amendment rule 2016, Also KMMCR 2016 Amendment Rule 36(3), 42(1), 44(3), 44(4) | None |
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