| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1720535987000 | 0 | None | None | Roads | Construction of cement concrete road from Narasappas house to Sivannas house in Ramappa Badavane in Ward No 11at Holalkere town. | 337816.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3500486 | 125073 | None | 1.12 | 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
| Cum | 97.85 | 97.85 | 52.0 | False | None | None | False | None | False | 5088.2 | 0 | | 3500487 | 125073 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.
| Cum | 87.55 | 87.55 | 36.4 | False | None | None | False | None | False | 3186.82 | 0 | | 3500488 | 125073 | None | 3.7 | Compacting original ground supporting embankment:- Loosening, leveling 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 Table 300-2 for embankment construction.
| Cum | 108.15 | 108.15 | 39.0 | False | None | None | False | None | False | 4217.85 | 0 | | 3500489 | 125073 | None | 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.
| Cum | 488.22 | 488.22 | 26.0 | False | None | None | False | None | False | 12693.72 | 0 | | 3500490 | 125073 | None | 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.
| Cum | 5067.6 | 5067.6 | 26.0 | False | None | None | False | None | False | 131757.6 | 0 | | 3500491 | 125073 | None | 16.28 | 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 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.
| Cum | 6956.62 | 6956.62 | 26.0 | False | None | None | False | None | False | 180872.12 | 0 |
| | 1720535987000 | 1 | None | None | Roads | Construction of cement concrete road in main road of Shivasai Badavane from NH road to Kishore house in Ward No 14 at Holalkere Town | 338034.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3500492 | 125074 | None | 1.12 | 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
| Cum | 97.85 | 97.85 | 44.8 | False | None | None | False | None | False | 4383.68 | 0 | | 3500493 | 125074 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.
| Cum | 87.55 | 87.55 | 31.36 | False | None | None | False | None | False | 2745.568 | 0 | | 3500494 | 125074 | None | 3.7 | Compacting original ground supporting embankment:- Loosening, leveling 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 Table 300-2 for embankment construction.
| Cum | 108.15 | 108.15 | 44.8 | False | None | None | False | None | False | 4845.12 | 0 | | 3500495 | 125074 | None | 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.
| Cum | 488.22 | 488.22 | 22.4 | False | None | None | False | None | False | 10936.128 | 0 | | 3500496 | 125074 | None | 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.
| Cum | 5067.6 | 5067.6 | 22.4 | False | None | None | False | None | False | 113514.24 | 0 | | 3500497 | 125074 | None | 16.28 | 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 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.
| Cum | 6956.62 | 6956.62 | 28.0 | False | None | None | False | None | False | 194785.36 | 0 | | 3500498 | 125074 | None | 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
| Cum | 507.79 | 507.79 | 13.44 | False | None | None | False | None | False | 6824.6976 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1720535988000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1720535988000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1720535988000 | 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 | | 1720535988000 | 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 | | 1720535988000 | 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 | | 1720535998000 | 0 | None | None | ELIGIBILITY | 1.Conditional tenders will not be accepted. Tenderers are required to read the Bid Documents carefully before submission of their bid. | None | | 1720536005000 | 0 | None | None | ELIGIBILITY | 2.Before submission of the tender, the contractor should see the work site. Town Municipal Council is not responsible for technical or legal problems or queries from public accrued at the time of execution of work. | None | | 1720536013000 | 0 | None | None | ELIGIBILITY | 3.Contractor should maintain up to 2 years after completion of work if any defects in the work found, if contractor fails FSD amount shall be forfeited and further action shall be taken. | None | | 1720536019000 | 0 | None | None | ELIGIBILITY | 4.Contractors should be bound to conditions mentioned in tender document, circulars and orders given time to time by government and Royalty, Income tax, Sales tax, Labour cess shall be deducted according to government circulars in the work bill. | None | | 1720536025000 | 0 | None | None | ELIGIBILITY | 5.The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. | None | | 1720536035000 | 0 | None | None | ELIGIBILITY | 6.The Tenderer shall scan Original Work done certificates / Turnover Statements and any other documents specified by the employer and attach the scanned file to the Bid. The Original Documents shall be produced for physical verification | None | | 1720536041000 | 0 | None | None | ELIGIBILITY | 7.Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25. | None | | 1720536047000 | 0 | None | None | ELIGIBILITY | 8.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. | None | | 1720536052000 | 0 | None | None | ELIGIBILITY | 9.Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. | None | | 1720536058000 | 0 | None | None | ELIGIBILITY | 10.The Successful Contractors shall place an Information Board with the details pertaining to the respective Work at the work site as per standard format given by the TOWN MUNICIPAL COUNCIL, HOLALKERE on his own cost. | None | | 1720536066000 | 0 | None | None | ELIGIBILITY | 11.The work is subjected to the supervision of J.E/A.E from TMC, Holalkere, A.E.E. and E.E. from District Urban Development Cell Chitradurga, S.E. and C.E. from DMA Bangalore, and Third Party appointed by the Deputy Commissioner. | None | | 1720536073000 | 0 | None | None | ELIGIBILITY | 12.All the items to be executed are inclusive of all lead & lifts, loading, unloading, cost of all labour charges, hire charges of all machinery tools and plants, cost of materials, transportation charges, curing, etc., complete and to be executed as per directions of the Engineer in charge of work. | None | | 1720536080000 | 0 | None | None | ELIGIBILITY | 13.Security deposit (Performance security). Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the employer a Security deposit in any of the forms given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders for all works. | None | | 1720536085000 | 0 | None | None | ELIGIBILITY | 14.The earnest money deposit will be forfeited if the documents submitted by the tenderer found to be misleading/forged or fake. | None |
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