| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1706601665000 | 0 | None | None | Buildings | CONSTRUCTION OF NALA AND OPEN DRAIN IN DHARWAD CITY NEW WARD NO. 08 FROM SLUM TOWARDS NAVALUR AND IN WARD NO. 09 UNDER HANAMANT DEVAR GUDI ONI HOSAYALLAPUR MAIN ROAD TO HANAMANT DEVAR GUDI OPEN DRAIN WORK, KURUBARA ONI, ULLAGADDI ONI, HANAMANT DEVAR GUDI ONI, YALIGAR ONI, DUNDI ONI CC ROAD WORK, CC ROAD INFRONT OF RAGHU TERADAL HOME, AND OPEN DRAIN WORK IN DUNDI ONI, MADARMADDI 2ND CROSS WORKS. ROAD WORK | 4000784.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2337482 | 69089 | None | vol 1 pg 8 sr no 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 | 99.75 | 99.75 | 359.34 | False | None | None | False | None | False | 35844.165 | 0 | | 2337483 | 69089 | None | VOL 3 ITEM NO 8.29(i), page.no. 71 | Cable Duct Across the Road, Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single row for one utility service. Cable cross duct across the Road | Mtr | 2322.6 | 2322.6 | 36.0 | False | None | None | False | None | False | 83613.6 | 0 | | 2337484 | 69089 | None | VOL 3 ITEM NO 3.70, page.no. 17 | 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 | 110.25 | 110.25 | 347.1 | False | None | None | False | None | False | 38267.775 | 0 | | 2337485 | 69089 | None | VOL 3 ITEM NO 4.2(v), page.no. 23 | Granular Sub-Base - By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for GRADEING-V Material | Cum | 2476.95 | 2476.95 | 231.4 | False | None | None | False | None | False | 573166.23 | 0 | | 2337486 | 69089 | None | VOL 3 ITEM NO 16.28, page.no. 149 | 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 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 | 7091.7 | 7091.7 | 226.02 | False | None | None | False | None | False | 1602866.034 | 0 | | 2337487 | 69089 | None | VOL 3 ITEM NO 6.8.2, page.no. 51 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid required pattern and including over 40mm thick compacted bed
of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 644.24 | False | None | None | False | None | False | 785360.772 | 0 | | 2337488 | 69089 | None | VOL 1 ITEM NO 2.5.1, page.no.16 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 32.72 | False | None | None | False | None | False | 227780.28 | 0 | | 2337489 | 69089 | None | VOL 1 ITEM NO 2.11(h), page.no. 18 | 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 | Tonne | 82961.55 | 82961.55 | 1.64 | False | None | None | False | None | False | 136056.942 | 0 | | 2337490 | 69089 | None | Item.No. 4.17, VOL-3 Page.No. 26 | Wet Mix Macadam (Plant Mix Method)
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. | Cum | 2686.95 | 2686.95 | 192.72 | False | None | None | False | None | False | 517829.004 | 0 |
| | 1706601665000 | 0 | None | None | Buildings | CONSTRUCTION OF NALA AND OPEN DRAIN IN DHARWAD CITY NEW WARD NO. 08 FROM SLUM TOWARDS NAVALUR AND IN WARD NO. 09 UNDER HANAMANT DEVAR GUDI ONI HOSAYALLAPUR MAIN ROAD TO HANAMANT DEVAR GUDI OPEN DRAIN WORK, KURUBARA ONI, ULLAGADDI ONI, HANAMANT DEVAR GUDI ONI, YALIGAR ONI, DUNDI ONI CC ROAD WORK, CC ROAD INFRONT OF RAGHU TERADAL HOME, AND OPEN DRAIN WORK IN DUNDI ONI, MADARMADDI 2ND CROSS WORKS. DRAIN WORK | 12118086.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2337491 | 69090 | None | P.No.8 I.No.1.14.1 Vol-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 | Cum | 107.1 | 107.1 | 2308.5 | False | None | None | False | None | False | 247240.35 | 0 | | 2337492 | 69090 | None | P.No.7 I.No.1.8 Vol-1 | 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 and all other appurtenaces required to complete the work If the height of embankment construction is more than 1.50 m add 5PERCENTAGE per CUM for every 1.50 m height or part there off Deduct 5PERCENTAGE per CUM if rollers are not used and tamping is done manually
Add 8PRECETAGE per CUM for works under foul sullage situation | Cum | 497.7 | 497.7 | 364.5 | False | None | None | False | None | False | 181411.65 | 0 | | 2337493 | 69090 | None | P.No.11 I.No.1.23 Vol-1 | Providing and Filling in foundations with granite/ trap broken metal 100mm. and down size & with approved sand Including hand packing, ramming watering. Including cost of all materials and labour with lead and lift complete as per specifications
| Cum | 2816.1 | 2816.1 | 182.25 | False | None | None | False | None | False | 513234.225 | 0 | | 2337494 | 69090 | None | P.No. 15 I.No.2.1.3 Vol-1 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarseaggregates 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 ofmachinery, curing, and all the other appurtenances required to complete thework 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
| Cum | 6288.45 | 6288.45 | 182.25 | False | None | None | False | None | False | 1146070.0125 | 0 | | 2337495 | 69090 | None | P.No. 15 I.No.2.2.1 Vol-1 | Providing and laying in position 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 | Cum | 6601.35 | 6601.35 | 661.12 | False | None | None | False | None | False | 4364284.512 | 0 | | 2337496 | 69090 | None | VOL-I Item no 4 111 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding For Walls 35 PERCENTAGE | Cum | 2310.47 | 2310.47 | 375.0 | False | None | None | False | None | False | 866426.25 | 0 | | 2337497 | 69090 | None | VOL-I Item no 4 111 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Aproch Slab 50PERCENTAGE
| Cum | 3300.68 | 3300.68 | 4.88 | False | None | None | False | None | False | 16107.3184 | 0 | | 2337498 | 69090 | None | VOL-I Item no 4 111 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding
Bottom Raft 3PERCENTAGE
| Cum | 198.04 | 198.04 | 281.25 | False | None | None | False | None | False | 55698.75 | 0 | | 2337499 | 69090 | None | P.No. 18 I.No.2.11 (f) Vol-3 | 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
| Tonne | 94510.5 | 94510.5 | 49.58 | False | None | None | False | None | False | 4685830.59 | 0 | | 2337500 | 69090 | None | P.No.117 I.No.12.2 Vol-3 | 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
| Mtr | 250.95 | 250.95 | 166.5 | False | None | None | False | None | False | 41783.175 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1706601667000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1706601667000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1706601667000 | 1 | None | None | ELIGIBILITY | Total value of civil engineering works executed and payments received in the last five years year-wise | None | | 1706613177000 | 0 | None | None | ELIGIBILITY | List of works for which tenders already submitted | None | | 1706613180000 | 0 | None | None | ELIGIBILITY | List of existing commitments and ongoing work | None | | 1706613183000 | 0 | None | None | ELIGIBILITY | Banker Details | None | | 1706613186000 | 0 | 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 Territory. | None | | 1706613189000 | 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 | | 1706613192000 | 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 | | 1706613196000 | 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 | | 1706613200000 | 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 | | 1706613203000 | 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 | | 1706613206000 | 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. The Original Certificate/Certificates shall be produced at the time of opening of the technical Bids for physical verification. | None | | 1706613210000 | 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 | | 1706613216000 | 0 | None | None | ELIGIBILITY | Conditional tenders will not be accepted. | None | | 1706613220000 | 0 | None | None | ELIGIBILITY | The Original Documents shall be produced at the time of opening of technical Bids for physical verification. | None | | 1706613224000 | 0 | None | None | ELIGIBILITY | The Employer reserves the right to Reject any or all Tenders without assigning any reasons | None | | 1706613227000 | 0 | None | None | ELIGIBILITY | Royalty Charges will be Deducted in every bill of contract as per rules | None | | 1706613230000 | 1 | 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 | | 1706613234000 | 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 | | 1706613237000 | 0 | None | None | ELIGIBILITY | GST shall be paid to the tendered amount separately | None | | 1706613240000 | 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 | | 1706613244000 | 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 | | 1706613247000 | 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 | | 1706613251000 | 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 | | 1706613254000 | 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 | | 1706613258000 | 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 | | 1706613262000 | 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 | | 1706613266000 | 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-4 KPWD and further orders thereon | None | | 1706613483000 | 0 | None | None | ELIGIBILITY | Period for completion of work is 06 Six months (including Mansoon) | None | | 1706613570000 | 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 | | 1706613579000 | 0 | None | None | ELIGIBILITY | The Department is not responsible for any delay in accessing e-procurement portal | None | | 1706613582000 | 0 | None | None | ELIGIBILITY | Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2022-23 in the Technical Qualification Criteria mentioned in the next section | None | | 1706613588000 | 0 | None | None | ELIGIBILITY | LOC/Letter of Credit should be in prescribed format-2, if not, then the tender will not be accepted | None | | 1706613596000 | 0 | None | None | ELIGIBILITY | The Tenderer should be a PWD Registered Class III & above contractor | None | | 1706613633000 | 0 | None | None | ELIGIBILITY | The Earnest Money Deposit RS 241800/-shall be in two parts 1. Rs. 1,00,000/- by e-payment, Part 2. Balance EMD of Rs. 141800/- EMD shall be in favour of Executive Engineer PWD, Dharwad Division, Dharwad, and maybe in the form of Bank Guarantee issued by Nationalized/Scheduled Bank in favour of Executive Engineer, PWD,Dharwad Division, Dharwad (Contractor should upload the scanned Copy of Bank Guarantee issued by Nationalized/Scheduled Bank. Original Bank Guarantee should be handed over by the bidders to THE EXECUTIVE ENGINEER, PUBLIC WORKS DEPARTMENT, DHARWAD DIVISION DHARWAD) | None | | 1706613636000 | 0 | None | None | ELIGIBILITY | Terms and conditions as per KW-4 | None | | 1706613639000 | 0 | None | None | ELIGIBILITY | As per Govt circular no GO-FD/AE 263/EXP12-2022 dt 11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. | None | | 1706613643000 | 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 |
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