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noticeInvitingTenderDTO	createdTs 1709292429816 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 510.00 emd 50000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-03-2024 16:00:00 tenderQueryClose 08-03-2024 12:30:00 technicalBidOpen None publishedDate 01-03-2024 18:32:46 publishedByPost PWD_EE_DIV_DWD publishedByUser KPE14965 - HANUMANTAPPA VIJAYKUMAR bidValidityPeriod 90 noOfCalls 4 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Kum Divya 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 08362747749 mobileNumber 9380293085 tenderSupplierList None
tenderSchedule	createdTs 1709292429818 version 30 createdDate None modifiedDate None tenderNumber PWD/2023-24/BR/WORK_INDENT6597/CALL-4 title Construction of Box Culvert across Nala at Ramankoppa High School on SH-137 in Kundagol Taluk Dharwad description Construction of Box Culvert across Nala at Ramankoppa High School on SH-137 in Kundagol Taluk Dharwad category WORKS categoryText Works ecv 2016218.07 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1680 locationName PWD Division Office Dharwada provisionalAmount 2500000.0 groupOverheadTotal 0.0 fileNumber 3054MDRBridgeMaintanance2023-24-01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709292430000 0 None None Bridges/Culverts Construction of Box Culvert across Nala at Ramankoppa High School on SH-137 in Kundagol Taluk Dharwad 1452561.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2873178 93764 None V-3 I.No 2.5 (ii)A Page No.9 Clearingandgrubbingroadlandincludinguprootingrankvegetation,grass,bushes,shrubs,saplings and trees girth up to300mm,removal of stumps of trees cut earlieranddisposalofunserviceable materials and stacking of serviceable material to be used or uctioned,including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer,(A)In area of light jungle Sqm 393.0 393.0 3.75 False None None False None False 1473.75 0 2873179 93764 None V-1 I.No 1.14.1 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 settingout,shoring,strutting,barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling theexcavated 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 102.0 102.0 177.6 False None None False None False 18115.2 0 2873180 93764 None V-3 I.No 12.3A Page No.117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.Granular material Cum 1168.0 1168.0 26.64 False None None False None False 31115.52 0 2873181 93764 None V-3 I.No 2.1.3 Page No.15 Providing and laying in position 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.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 5989.0 5989.0 7.49 False None None False None False 44857.61 0 2873182 93764 None V-1 I.No 2.2.1 Page No.15 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 aterials,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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6287.0 6287.0 20.27 False None None False None False 127437.49 0 2873183 93764 None V-1 I.No 1 Page No116 6 Additionalities for formmwork, Centering & Scaffolding-20% Cum 1257.4 1257.4 20.27 False None None False None False 25487.498 0 2873184 93764 None V-1 I.No 2.2.3 Page No 15 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. Cum 6336.0 6336.0 19.9 False None None False None False 126086.4 0 2873185 93764 None V-1 Page No 116 6 Additionalities for formmwork, Centering & Scaffolding Cum 1267.2 1267.2 19.9 False None None False None False 25217.28 0 2873186 93764 None V-1 I.No 2.4.3 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, wellcompactedusing needle vibrators, providing weep holes wherever necessary, including all l.ead & 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. Cum 6336.0 6336.0 11.17 False None None False None False 70773.12 0 2873187 93764 None V-1 Page No 116 6 Additionalities for formmwork, Centering & Scaffolding Cum 1267.2 1267.2 11.17 False None None False None False 14154.624 0 2873188 93764 None V-3 I.No13.2 Page No 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 13971.0 13971.0 2.08 False None None False None False 29059.68 0 2873189 93764 None V-3 I.No13.4 Page No 121 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical CC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 2329.0 2329.0 10.9 False None None False None False 25386.1 0 2873190 93764 None V-3 I.No13.8 Page No 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Cum 6811.0 6811.0 5.78 False None None False None False 39367.58 0 2873191 93764 None V-3 I.No13.9 Page No 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Cum 11835.0 11835.0 11.55 False None None False None False 136694.25 0 2873192 93764 None V-1 I.No 2.11(c) 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.Sub structure of Bridges. t 86433.0 86433.0 7.17 False None None False None False 619724.61 0 2873193 93764 None V-3 I.No12.4 Page No 117 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 2677.0 2677.0 18.3 False None None False None False 48989.1 0 2873194 93764 None V-3 I.No 12.3A Page No 117 Back filling behind abutment, wing wall and return wallcomplete including compaction as per drawing and Technical Specification.A Granular material. Cum 1168.0 1168.0 22.88 False None None False None False 26723.84 0 2873195 93764 None V-3 I.No 8.10 Page No 66 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Sqm 109.0 109.0 11.99 False None None False None False 1306.91 0 2873196 93764 None V-3 I.No 12.4 Page No 117 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. m 239.0 239.0 2.7 False None None False None False 645.3 0 2873197 93764 None V-3 I.No13.15 (ii) Page No 123 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing &Technical Specification. m 137.0 137.0 11.0 False None None False None False 1507.0 0 2873198 93764 None V-3 I.No13.7 Page No 121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. No 3271.0 3271.0 9.0 False None None False None False 29439.0 0 2873199 93764 None V-3 I.No8.54 Page No 78 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion 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. No 9000.0 9000.0 1.0 False None None False None False 9000.0 0 1709292430000 1 None None Bridges/Culverts Retaning Wall 363641.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2873200 93765 None V-1 I.No1.14.1 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 all kinds of soils Depth upto 3 m Cum 102.0 102.0 43.5 False None None False None False 4437.0 0 2873201 93765 None V-1 I.No1.23 Page No 11 Providing and Filling in foundation 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 all lead and lift complete as per specifications. Cum 2682.0 2682.0 17.4 False None None False None False 46666.8 0 2873202 93765 None V-1 I.No2.1.3 Page No 15 Providing and laying in position 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.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 5989.0 5989.0 5.24 False None None False None False 31382.36 0 2873203 93765 None V-1 I.No2.2.3 Page No 15 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushedgraded 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6336.0 6336.0 9.03 False None None False None False 57214.08 0 2873204 93765 None V-1 Page No 116 6 Additionalities for formmwork, Centering & Scaffolding Cum 1267.2 1267.2 9.03 False None None False None False 11442.816 0 2873205 93765 None V-1 I.No2.5.2 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. Cum 6843.0 6843.0 7.56 False None None False None False 51733.08 0 2873206 93765 None V-1 I.No2.5.2 Page No 16 Additionalities for formmwork, Centering & Scaffolding. Cum 1368.6 1368.6 7.56 False None None False None False 10346.616 0 2873207 93765 None V-3 I.No13.9 Page No 123 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.Sub structure of Bridges. t 86433.0 86433.0 1.33 False None None False None False 114955.89 0 2873208 93765 None V-3 I.No12.4 Page No 117 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 2677.0 2677.0 7.98 False None None False None False 21362.46 0 2873209 93765 None V-3 I.No12.3 a Page No 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.Granular material. Cum 1168.0 1168.0 7.98 False None None False None False 9320.64 0 2873210 93765 None V-3 I.No12.2 Page No 117 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. m 239.0 239.0 20.0 False None None False None False 4780.0 0 1709292430000 0 None None Bridges/Culverts Protection Work 200014.47 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2873211 93766 None V-3 I.No14.9 Page No130 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Cum 2049.0 2049.0 15.0 False None None False None False 30735.0 0 2873212 93766 None V-3 I.No14.3 Page No129 Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Cum 6368.0 6368.0 3.75 False None None False None False 23880.0 0 2873213 93766 None V-3 I.No14.8 B Page No130 Curtain wall complete as per drawing and Technical specification.Cement concrete Grade M15. Cum 6243.0 6243.0 23.29 False None None False None False 145399.47 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709292430000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709292430000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709292430000 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 1709292430000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 20.16 Lakhs) None 1709292430000 0 None None ELIGIBILITY Satisfactoriy completed (atleast 50%) as prime contractor at-least one such similar work such Construction of Box Culvert of value not less than Rs.10.08 (50% of estimated cost of tender) None 1709292430000 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 for physical verification None 1709292430000 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-2 KPWD and further orders thereon. None 1709292430000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1709292430000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1709292430000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1709292430000 0 None None ELIGIBILITY Banker Details for reference None 1709292430000 0 None None ELIGIBILITY Successful bidder should produce 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 None 1709292430000 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 1709292430000 0 None None ELIGIBILITY Period for Completion 05 (Five) Months Including monsoon None 1709292430000 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 1709292430000 0 None None ELIGIBILITY The Earnest Money Deposit shall be in two parts (1) Rs.50,000/- by e payment, Part (2) Balance EMD of Rs.0.00/- shall be infavour of Executive Engineer, pwd Dept, Dharwad Dn, Dharwad and may be in the form of bankers Cheque/Demand Draft/pay Order in favour of Executive Engineer, PWD Dept, Dharwad Dn, Dharwad payble at Dharwad or cash or specified small saving Instruments pledge to the Executive Engineer,pwd Dept, Dharwad Dn, Dharwad payble at Dharwad or Bank Guarantee in the precribed format obtained from any Nationalized /Scheduled bank None 1709292430000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders None 1709292430000 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 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund None 1709292430000 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 1709292430000 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 1709292430000 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
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Financial Turnover Certificate for the last five years i.e from 2018-19 to 2022-23, UDIN is preferred in Turnover certificate True Technical Bid PWD Registration Certificate True Technical Bid Similar Nature of Work done Certificate such as Construction of Box Culvert / Deck slab Bridge / CC Road/ Pakka Drain True Technical Bid Banker Details for reference True Technical Bid Contact details of contractor Should mention communication Address, Phone Number, Email ID True Technical Bid P&L statements, Balance sheet, ITR copies / Auditors reports for the last 05 years i.e from 2018-19 to 2022-23 True Technical Bid Existing commitments/on going works/works yet to be completed as per format. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None