createdTs None version None createdDate None modifiedDate None noticeInvitingTenderDTO
createdTs 1722666864199 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2500.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 21-08-2024 16:00:00 tenderQueryClose 20-08-2024 17:30:00 technicalBidOpen 22-08-2024 16:30:00 publishedDate 12-08-2024 13:01:25 publishedByPost MI_EE_DIV_CTD publishedByUser KPE18816 - KRISHNA K M bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson PRAVEEN splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08194231811 mobileNumber 9964544429 tenderSupplierList None tenderSchedule
createdTs 1722666864229 version 8 createdDate None modifiedDate None tenderNumber MI/2024-25/BB/WORK_INDENT2170 title CONSTRUCTION OF CHECK DAM CUM BRIDGE ACROSS HALLA FLOWING IN BETWEEN GANGAGODANAHALLI AND HALURU VILLAGE ROAD IN CHANNAGIRI TALUK DAVANAGERE DISTRICT description CONSTRUCTION OF CHECK DAM CUM BRIDGE ACROSS HALLA FLOWING IN BETWEEN GANGAGODANAHALLI AND HALURU VILLAGE ROAD IN CHANNAGIRI TALUK DAVANAGERE DISTRICT category WORKS categoryText Works ecv 9989855.76 deptName Minor Irrigation Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 110 locationName Minor Irrigation Division Chitradurga provisionalAmount 10000000.0 groupOverheadTotal 1523876.3 fileNumber CNGCHCKDAMCUMBRGIDGE2 tenderSubEstimateList
createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722666864000 0 None None Bridge cum Barrages CONSTRUCTION OF CHECK DAM CUM BRIDGE ACROSS HALLA FLOWING IN BETWEEN GANGAGODANAHALLI AND HALURU VILLAGE ROAD IN CHANNAGIRI TALUK DAVANAGERE DISTRICT 8465979.46
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3679983 134787 None Item No 2.5 (ii) a, Part III, PAGE No-9 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 (ii) By Mechanical Means using Dozer a. In area of light jungle, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge 100 Sqm 393.0 393.0 150.0 False None None False None False 58950.0 0 3679984 134787 None Item No 3.12, Volume-4 Part II, SR PAGE No-140 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle (excluding cost of transportation) including cost of all machinery, labor & all necessary works as directed and complete as per specification. complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge Cum 54.0 54.0 4050.0 False None None False None False 218700.0 0 3679985 134787 None Item No 1.14.1, Volume-I, PAGE No-8 Earth work excavation for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labor, tools, usage of machinery & other appurtenances required to complete the work, In all kinds of soils Depth up to 3 m complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge Cum 102.0 102.0 768.19 False None None False None False 78355.38 0 3679986 134787 None Item No 2.13, Volume-4 Part II, MI SR PAGE No-39 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labor, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, leveling, vibrating, finishing, curing with all other ancillary operations complete, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge Cum 6067.0 6067.0 38.07 False None None False None False 230970.69 0 3679987 134787 None Item No 1.12, Volume-4 Part II, MI SR PAGE No-130 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labor, Usage charges of machinery, curing, centering, formwork and scaffolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge Cum 6955.0 6955.0 562.46 False None None False None False 3911909.3 0 3679988 134787 None Item No 2.11d, Volume-I , PAGE No-18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labor, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification, d. For super structure, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge t 86658.0 86658.0 4.36 False None None False None False 377828.88 0 3679989 134787 None Item No 2.18, Volume-4 Part II, MI SR PAGE No-140 Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting etc., conplete with all lead all lifts, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge m 2525.0 2525.0 5.0 False None None False None False 12625.0 0 3679990 134787 None Item No 3.44.1, Volume-4 Part II, MI SR PAGE No-54 Providing and constructing dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labor, hand packing / wedging stone chips into joints, finishing and all other ancillary operations complete. 300 mm thick., complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge Sqm 388.0 388.0 1116.0 False None None False None False 433008.0 0 3679991 134787 None Item No 2.29, Volume-4, PAGE No-41 Providing impervious embankment adjacent to masonry / concrete structure and filling trial pits using impervious approved soil from borrow area in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, picking previous layer, spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using pneumatic tampers / vibrating earth rammers and all other ancillary operations complete. Cum 623.0 623.0 1148.78 False None None False None False 715689.94 0 3679992 134787 None Item No 1.1 Volume-IV, PAGE No-129 Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification. Complete with all lead and lift and engineer in charge m 337.0 337.0 28.8 False None None False None False 9705.6 0 3679993 134787 None Item No 2.11.c, Volume-1 common, SR PAGE No-18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labor, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification, c. For Sub structure, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge t 86433.0 86433.0 14.808 False None None False None False 1279899.864 0 3679994 134787 None Item No 2.4.3 SR 2023 -24 VOLUME-1,PAGE NO.16 Providing and laying in position 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 compactedusing needle vibrators, providing weep holes wherever necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, including 3% extra on Formwork, Centering & Scaffolding etc complete with all laed and lift as per direction of Engineer in charge. Cum 6526.08 6526.08 86.87 False None None False None False 566920.5696 0 3679995 134787 None Item No 2.4.3, Volume-1 common, SR PAGE No-16 Providing and laying in position 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 compactedusing needle vibrators, providing weep holes wherever necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, including 10% extra on Formwork, Centering & Scaffolding etc complete with all laed and lift as per direction of Engineer in charge. Cum 6969.6 6969.6 20.95 False None None False None False 146013.12 0 3679996 134787 None Item No 2.5.2, Volume-1 common, SR PAGE No-16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including 20% extra on Formwork, Centering & Scaffolding etc complete with all laed and lift as per direction of Engineer in charge. Cum 8211.6 8211.6 38.45 False None None False None False 315736.02 0 3679997 134787 None Item No 1.8, Volume- common, SR PAGE No-130 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification.with all lead and lift as per direction of Engineer in charge Cum 1278.0 1278.0 46.62 False None None False None False 59580.36 0 3679998 134787 None Item No 1.15, Volume-1 common, SR PAGE No-8 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 ordinary/soft rock without blasting upto 1.5 m depth etc coplete with all lead and lift as per direction of Engineer in charge. Cum 363.0 363.0 137.98 False None None False None False 50086.74 0 generalCriterionList
createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722666865000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722666865000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722666865000 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 1722666865000 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 1722666865000 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 1722666942000 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 Kppp portal due to internet connectivity issues and technical glitches at bidders end. EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. 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. Conditional tender will not be considered. The employer reserves the right to accept any tender and to reject any or all tenders without assigning any reason. The contractor has to compete the bid (quote the rates) for all schedule B items of the works mentioned. Sub-Leasing/G.P.A of Work is prohibited. Tender application amount will not be refundable. None 1722666955000 0 None None ELIGIBILITY The Contractor shall pay the Earnest Money Deposit EMD & Tender Transaction fee in the Kppp portal using any of the following payment modes Credit card, Debit card, Net banking, Remittance at the bank counter, NEFT/RTGS. The tenderer shall scan and upload all the original documents required for this bid to the Kppp portal. The uploaded documents should be clear (Visible), unclear documents will be rejected. The original documents shall be produced at the time of physical verification. One percent of the bill amount of the successful tenderer will be deducted towards cess as a labor welfare fund. None 1722666965000 0 None None ELIGIBILITY All documents enclosed should be attested by Gazetted officer or Government Notary, otherwise the bids are liable for disqualification. Original documents should be produced for verification at any stage of the Tender process, as and when sought for. Failure to produce original documents will lead to disqualification. Work done certificates should have all the CR no, work order issuing date, work completion date and year. All documents to be furnished are to be countersigned by the employer in charge, not below the rank of an executive in-charge or equivalent None 1722666982000 0 None None ELIGIBILITY The contractor has to make his own arrangement for procurement of all materials required for the work. There is no departmental supply of materials. There is no departmental supply of materials. Contractor should procure only ISI mark materials and submit necessary quality control certificates from the authorized quality control authority, before execution. Transportation charges from the site of work to Q.C. Lab of all the samples collected for testing should borne by the contractor himself. None 1722666991000 0 None None ELIGIBILITY The contractor has to make his own arrangement for procurement of all materials required for the work. There is no departmental supply of materials. There is no departmental supply of materials. Contractor should procure only ISI mark materials and submit necessary quality control certificates from the authorized quality control authority, before execution. Transportation charges from the site of work to Q.C. Lab of all the samples collected for testing should borne by the contractor himself. None 1722667002000 0 None None ELIGIBILITY Omission and typographical errors which are in the opinion of the executive Engineer will not be a ground for claims of extra payment None 1722667013000 0 None None ELIGIBILITY Royalty charges will be deducted from the contractors running bill as per the prevailing royalty charges at the time of payment. IT, GST and others taxes will be deducted as per the prevailing Government Order. GST & EPF registration certificate from competent authority. None 1722667023000 0 None None ELIGIBILITY The tender is invited as per Standard tender Bid Document KW-3 and shall abide for the conditions contained in Standard tender Bid Document KW-3.Condition 14: None 1722667031000 0 None None ELIGIBILITY Contractor Should Quote the Rates Inclusive of GST. None 1722667040000 1 None None ELIGIBILITY Executive engineer reserves the right to accept or reject any tender and to cancel the tender process and reject all tenders at any time prior to award of contract, without there by incurring any liability to the affected tenderer or tenderers or any obligation to inform the affected tenderer or tenderers of the grounds for the employers action. None 1722667048000 0 None None ELIGIBILITY The contractor must upload existing commitment of the ongoing works in hand for the calculation of tender capacity. Tenderers shall provide the requested information accurately and in sufficient detail in section 3. None 1722667076000 0 None None ELIGIBILITY The contractor should obtain the Material Dispatch Permit for stone, aggregates, sand and Murom etc will be used in the construction work from the Mines and Geology department at the time of execution and same should be submitted along with the work bill, then for such work bills no Royalty will be deducted. If the contractor failed to submit the Material Dispatch Permit along with the work bill Five times Royalty will be deducted from the work bill as per KMMCR 2016 amendment rule 44(4) and the circular vide No.Ga.Bhu.E/DCB/DCB/Takte/2019-20/4497 Dated: 12/12/2019 by Mines and Geology department. None 1722667086000 0 None None ELIGIBILITY Restrictions on Public Procurement from Bidders of certain countries as per Government order No.FD 455 Exp-12 2020 Bangalore dated: 25-08-2020. None 1722667098000 0 None None ELIGIBILITY Item for which 0.00 rates entered will not be paid for by the employer when executed and shall be deemed covered by the other rates & prices in the bill of quantities. None 1722667106000 0 None None ELIGIBILITY The Defects Liability Period is 365 Days after the completion of work. None preQualCriterionList None technicalCriterionList
createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None 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 Satisfactory completion at least 50% of the contract value) as a prime contractor for at least one similar works such Construction of Check Dam/pickup/bridge/Barrage/Barrage cum Bridge/ Aqueduct/Check dam cum Causeway/ CHECK DAM CUM BRIDGE works costing value not less than Rs 49.95 Lakhs. Upload scan copy of work done Certificate report issued by the employer Not below the rank of Executive Engineer of the concerned division. Past Experience None
createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Achieved in at least two financial years a minimum financial turnover In all classes of Civil Engineering Construction works of Rs Rs. 99.90 Lakhs usually not less the estimated cost under this contract, for works costing up to Rs.100 lakhs Annual Turnover Certificate along with Balance sheet certified/attested by Chartered Accountants should be uploaded with 18-Digits system generated unique number UDIN Number Past Experience None
createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract,each Tenderer in his name should have in the last five years period. (c) Executed in any one year (for a continuous period of 12 months), the following minimum quantities of work: (Usually 80% of Annual Requirement for work costing up to Rs. 100.00 Lakhs.) 1-Earthwork including excavation, embankment etc.- 9767.92 Cum, 2- Cement Concrete (RCC/PCC)- 1195.49 Cum, 3-Pitching/revetment - 1785.60 Sqm . 4-Reinforcement steel-30.67 T Past Experience None
createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise work done certificate None None None None Liquid assets and or availability of credit facilities of not less than Rs 29.97 Lakhs (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc Financial Status None
createdTs version createdDate modifiedDate documentName None None None None Line of Credit tenderCriterionDocumentList
documentName optional documentTypeText Contractor Registration/Company Registration Certificate/PWD registration certificate. True Technical Bid Annual Turnover Certificate along with Balance sheet certified/attested by Chartered Accountants should be uploaded with 18-Digits system generated unique number UDIN Number True Technical Bid Latest Address and contact number for communication to be furnished. Contractor should produce the GST Registration Certificate along with latest updated G.S.T Clearance Certificates True Technical Bid Details of Existing commitments and ongoing works as per bid document and Details Works for which Tenders already submitted as per section 3 of Standard bid document K/W-3 True Technical Bid Contractor should produce the GST Registration Certificate along with latest updated G.S.T Clearance CertificatesAnnual Turnover Certificate True Technical Bid tenderWorkLocationList tenderAddress None tenderRecallDTO None