| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1718258731000 | 0 | None | None | Roads | Improvements to road from Managuli To Mabrupakar Vasati road in SC Colony at Managuli Village in BasavanBagewadi Tq of Vijaypur dist | 3005613.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3281401 | 113940 | None | code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer B) In area of light jungle Km 0.22 to 3.22 km Deduct 35% voids ---- 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 | 3.93 | 3.93 | 5850.0 | False | None | None | False | None | False | 22990.5 | 0 | | 3281402 | 113940 | None | code02 | 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.Mechanical Means Km 0.22 to 3.22 km One side only ---- 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. | Mtr | 25.0 | 25.0 | 3000.0 | False | None | None | False | None | False | 75000.0 | 0 | | 3281403 | 113940 | None | code03 | 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 Mechanical Means Km 0.22 to 3.22 km and Selected reaches ---- 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 | 105.0 | 105.0 | 1500.0 | False | None | None | False | None | False | 157500.0 | 0 | | 3281404 | 113940 | 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. Km 0.22 to 3.22 km and Selected reaches ---- 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 | 2670.0 | False | None | None | False | None | False | 1265580.0 | 0 | | 3281405 | 113940 | None | code 05 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water ound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. Grading-I (63 mm to 45 mm) Using Screening Type B (11.2mm agg) KM 0.22 to 1.970 KM ---- 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 | 2485.0 | 2485.0 | 492.19 | False | None | None | False | None | False | 1223092.15 | 0 | | 3281406 | 113940 | None | code 06 | low porasity :Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. KM 0.00 To 0.22 KM ---- 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 | 41.0 | 41.0 | 825.0 | False | None | None | False | None | False | 33825.0 | 0 | | 3281407 | 113940 | None | code 07 | tack coat : Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom KM 0.00 to 0.22 KM ---- 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 | 12.0 | 12.0 | 825.0 | False | None | None | False | None | False | 9900.0 | 0 | | 3281408 | 113940 | None | code 08 | Open - Graded Premix Surfacing :Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. Km 0.00 To 0.22 KM ---- 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 | 149.0 | 149.0 | 825.0 | False | None | None | False | None | False | 122925.0 | 0 | | 3281409 | 113940 | None | code 09 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - II : Type B Premix KM 0.00 To 0.22 KM ---- 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 | 52.0 | 52.0 | 825.0 | False | None | None | False | None | False | 42900.0 | 0 | | 3281410 | 113940 | None | code 10 | 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 KM 0.22 Tp 1.970 KM and KM 0.00 To 0.22 KM ---- 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 | 493.0 | 493.0 | 87.0 | False | None | None | False | None | False | 42891.0 | 0 | | 3281411 | 113940 | None | code 11 | Direction and Place Identification signs with size more than 0.9 sqm size board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- 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. | No | 9010.0 | 9010.0 | 1.0 | False | None | None | False | None | False | 9010.0 | 0 |
| | 1718258731000 | 0 | None | None | Roads | For CD Work | 362140.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3281412 | 113941 | None | Code 01 | Excavation for Structures Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m for Headwall and For Pipe Portion ---- 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 | 242.0 | 242.0 | 31.88 | False | None | None | False | None | False | 7714.96 | 0 | | 3281413 | 113941 | None | code 02 | 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 machinery, 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 1:4:8 (M 7.5) Using 40 mm nominal size graded crushed coarse aggregates For Headwall and For Pipe Portion ---- 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 | 5664.0 | 5664.0 | 6.6 | False | None | None | False | None | False | 37382.4 | 0 | | 3281414 | 113941 | None | code 03 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 20 mm nominal size graded crushed coarse aggregates M20 RCC ---- 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 | 6323.0 | 6323.0 | 23.72 | False | None | None | False | None | False | 149981.56 | 0 | | 3281415 | 113941 | None | Code 04 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 20 mm nominal size graded crushed coarse aggregates M20 RCC Add Form work Charges drain (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 | 505.84 | 505.84 | 23.72 | False | None | None | False | None | False | 11998.5248 | 0 | | 3281416 | 113941 | None | Code 05 | 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 ---- 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. | Tonne | 89457.0 | 89457.0 | 0.66 | False | None | None | False | None | False | 59041.62 | 0 | | 3281417 | 113941 | None | code 06 | Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. 750mm dia ---- 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. | Mtr | 3335.0 | 3335.0 | 25.0 | False | None | None | False | None | False | 83375.0 | 0 | | 3281418 | 113941 | None | code 07 | Construction of Embankment by excavating the available approved ravel/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. Between Headwall, Deduct Pipe Portion ---- 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 | 26.68 | False | None | None | False | None | False | 12646.32 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
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| 1718258732000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1718258732000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1718258732000 | 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 | | 1718258732000 | 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 | | 1718258732000 | 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 | | 1718258732000 | 0 | None | None | ELIGIBILITY | Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) | None | | 1718258732000 | 0 | None | None | ELIGIBILITY | 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 | | 1718258732000 | 0 | None | None | ELIGIBILITY | 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 | | 1718258732000 | 0 | None | None | ELIGIBILITY | 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 | | 1718258732000 | 0 | None | None | ELIGIBILITY | Total value of civl engineering works executed and payments received in the last five years (year-wise) | None | | 1718258732000 | 0 | None | None | ELIGIBILITY | List of existing commitments and ongoing works | None | | 1718258732000 | 0 | None | None | ELIGIBILITY | List of works for which tenders already submitted | None | | 1718258732000 | 0 | None | None | ELIGIBILITY | Banker Details for reference | None | | 1718258732000 | 0 | None | None | ELIGIBILITY | Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded | None | | 1718258732000 | 0 | None | None | ELIGIBILITY | Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years | None | | 1718258732000 | 0 | None | None | ELIGIBILITY | 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 | | 1718258732000 | 0 | None | None | ELIGIBILITY | Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) | None | | 1718258756000 | 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. 33.68 lakhs (usually not less than the estimated cost under this contract | None | | 1718258760000 | 0 | None | None | ELIGIBILITY | 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 50% of the cost of the work i.e., not less than the amount Rs 16.84 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 | | 1718258765000 | 0 | None | None | ELIGIBILITY | EMD may be paid fully by E-payment Rs. 67,400/-or in two parts, Part (1) Rs 50,000/- by E-Payment Part (2) Rs. 17,400/- EMD in the form of Bank Guarantee issued by any Nationalised / Scheduled Bank in favour of Executive Engineer PRE Dn Vijayapur | None | | 1718258776000 | 0 | None | None | ELIGIBILITY | Contractor should obey with the above conditions in addition to the KW-2 | None | | 1718258781000 | 0 | None | None | ELIGIBILITY | Tender Completion Period 3 months including Mansoon | None | | 1718258786000 | 0 | None | None | ELIGIBILITY | GST shall be paid to the tendered amount separately. | None | | 1718258790000 | 0 | None | None | ELIGIBILITY | PWD Registration Certificate Class I and Above | None | | 1718261120000 | 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 | | 1718261125000 | 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 |
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