tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1726760544000 | 0 | None | None | Other Works | Construction of c c Road at savadi village in ron taluk gadag dist | 7357479.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4033472 | 156479 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required
to complete the work. | Cum | 91.0 | 91.0 | 1934.63 | False | None | None | False | None | False | 176051.33 | 0 | 4033473 | 156479 | None | code02 | 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 | 105.0 | 105.0 | 527.63 | False | None | None | False | None | False | 55401.15 | 0 | 4033474 | 156479 | None | code03 | Construction of Subgrade and Earthen Shoulders : 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 [Common PWD SR 2021-22, Volume-3, Pg No-15, I.No. 3.6] | Cum | 493.0 | 493.0 | 569.84 | False | None | None | False | None | False | 280931.12 | 0 | 4033475 | 156479 | None | code04 | 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. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8] | Cum | 474.0 | 474.0 | 600.0 | False | None | None | False | None | False | 284400.0 | 0 | 4033476 | 156479 | None | code05 | 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. [Common PWD SR 2023-24, Volume-3, Pg no-26, I.No. 4.17] | Cum | 2559.0 | 2559.0 | 703.5 | False | None | None | False | None | False | 1800256.5 | 0 | 4033477 | 156479 | None | code06 | 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. [Common PWD SR 2023-24, Volume-3, Pg no-149, I.No. 5.20 ] | Cum | 6754.0 | 6754.0 | 703.5 | False | None | None | False | None | False | 4751439.0 | 0 | 4033478 | 156479 | None | code07 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 [Common PWD SR 2023-24, Volume-3, Pg no-78, I.No. 8.54] | Nos | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| 1726760544000 | 0 | None | None | Other Works | Construction of c c Road at savadi village in ron taluk gadag dist | 147322.48 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4033479 | 156480 | None | code01 | 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) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3] | Cum | 6288.45 | 6288.45 | 4.95 | False | None | None | False | None | False | 31127.8275 | 0 | 4033480 | 156480 | None | code02 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) [Common PWD SR 2023-24, Volume-2, Pg.No-9, I.No.5.4] | Cum | 6389.0 | 6389.0 | 14.85 | False | None | None | False | None | False | 94876.65 | 0 | 4033481 | 156480 | None | code03 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-41, I.No.8.4.1] | Sqm | 323.0 | 323.0 | 66.0 | False | None | None | False | None | False | 21318.0 | 0 |
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technicalCriterionList | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
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None | None | None | None | Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) | None | None | | None | None | None | None | Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) | None | None | | None | None | None | None | Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year | None | None | | None | None | None | None | Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year | None | None | | None | None | None | None | Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) | None | None | | None | None | None | None | Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) | None | None | | None | None | None | None | Total value of civl engineering works executed and payments received in the last five years (year-wise) | None | None | | None | None | None | None | List of existing commitments and ongoing works | None | None | | None | None | None | None | List of works for which tenders already submitted | None | None | | None | None | None | None | Banker Details for reference | None | None | | None | None | None | None | Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded | None | None | | None | None | None | None | Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years | None | None | | None | None | None | None | Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded | None | None | | None | None | None | None | List of Financial Resources with Certificates | None | None | | None | None | None | None | Contractor should upload Principal place of Business, Present postal Address and Recent Mobile Numbers. | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Contractor should upload Principal place of Business, Present postal Address and Recent Mobile Numbers. |
| None | None | None | None | Name ,address, Telephone No., Fax No. & e-mail ID of the Tenderers Bankers. | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- name address telephone |
| None | None | None | None | Latest income tax clearance certificate | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Latest income tax clearance certificate |
| None | None | None | None | Financial Status and Capacity. Contractor should enclose the calulation sheet of the bidder capacity as per the Tender clause No. 3.5 Tender Capacity (AxN x2.5-B) where A- Maximum value of civil engineering work executed in any one year. N-Number of years prescired for completion of the work. B-Existing commitments and ongoing works. | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Financial Status and Capacity |
| None | None | None | None | Contractor should upload PWD Valid Registration copy. | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Contractor should upload PWD Valid Registration copy. |
| None | None | None | None | To qualify for award of this contract, each tenderer in his name should have in at least 2 years out of during the last 5 years, i.e. 2019-20 to 2023-24 financial Turn over of Rs. 150.10 lakhs | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- turnover 2 year |
| None | None | None | None | Liquid Assets and or/availability of credit facilities of no less than Rs. 22.51 lakhs( Credit lines/Letter of Credit/Certificates) from the banks for meeting the fund requirement etc. | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Liquid Assets and or/availability of credit facilities |
| None | None | None | None | Particulars 80% Qty Earthwork (Excavation / Subgrade/Embankment) 2483.58 cum PCC/RCC/CC PAVEMENT 566.76 cum WBM/WMM 562.80 cum | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- qnty 80percent |
| None | None | None | None | Satisfactorily Completed at least 50% as prime contractor, at least one similar work of value not less than Rs. 37.52 lakhs | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
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None | None | None | None | Others -- Satisfactorily Completed at least 50 as prime contractor, at least one similar work of value not less than Rs. 37.52 lakhs |
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