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noticeInvitingTenderDTO	createdTs 1722490771024 version 16 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 352000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 17-09-2024 16:05:00 tenderQueryClose 12-09-2024 16:00:00 technicalBidOpen 18-09-2024 16:30:00 publishedDate 17-08-2024 14:25:10 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 26-08-2024 12:06:15 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer Pwd division Gadag splitEmdRequiredYn True emdBankGuarantee 252000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1722490771104 version 6 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT11859 title Construction of CC Road and Drain On Achamatti cross Kalhal Road from km 4.00 and km 5.00 in Chikkanaragund village of Naragund taluk Gadag district description Construction of CC Road and Drain On Achamatti cross Kalhal Road from km 4.00 and km 5.00 in Chikkanaragund village of Naragund taluk Gadag district category WORKS categoryText Works ecv 23417244.89 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 25000000.0 groupOverheadTotal 0.0 fileNumber PWD/NRD/MDR/AK/5054/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722490771000 0 None None Roads Construction of CC Road and Drain On Achamatti cross Kalhal Road from km 4.00 and km 5.00 in Chikkanaragund village of Naragund taluk Gadag district.CC Road 14704307.78 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3662649 133684 None Volume 1 PG 8 INO. 1.14.1 ) 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 ---- Work should be executed as per the instruction of Engineer in charge Cum 126.38 126.38 2466.0 False None None False None False 311653.08 0 3662650 133684 None Volume-3( 18 3.11 ) Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, completeas per clause 310 Volume-3 ( P.No 18 SI.No 3.11 ) ---- Work should be executed as per the instruction of Engineer in charge Sqm 4.96 4.96 5480.0 False None None False None False 27180.8 0 3662651 133684 None Volume-3 Pg 17 it.no. 3.6 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. Volume-3 (P 17 SI No 3.6) ---- Work should be executed as per the instruction of Engineer in charge Cum 610.83 610.83 1188.0 False None None False None False 725666.04 0 3662652 133684 None Volume-3 Pg no. 23 it.no. 4.2 (V) 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 V) For Grading -V Material. Volume-3 (P 23 I No 4.2(V)) ---- Work should be executed as per the instruction of Engineer in charge Cum 2922.8 2922.8 734.5 False None None False None False 2146796.6 0 3662653 133684 None VOLUME-3 P.No.26 It.No:4.17 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(VOLUME-3 P.No.26 It.No:4.17) ---- Work should be executed as per the instruction of Engineer in charge Cum 3170.6 3170.6 586.12 False None None False None False 1858352.072 0 3662654 133684 None Volume-3 Pgno. 50 it.no. 6.5 Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 , coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. ---- Work should be executed as per the instruction of Engineer in charge Cum 9712.52 9712.52 781.5 False None None False None False 7590334.38 0 3662655 133684 None Volume-3 pg no 51 it no.6.8.2 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 in 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) ---- Work should be executed as per the instruction of Engineer in charge Sqm 1438.48 1438.48 1150.0 False None None False None False 1654252.0 0 3662656 133684 None Volume-3 pg no 74it no 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- Work should be executed as per the instruction of Engineer in charge Nos 452.24 452.24 200.0 False None None False None False 90448.0 0 3662657 133684 None Volume-3 pg no 67it no 8.15 803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (VOLUME-3, P.67 I No. 8.15) ---- Work should be executed as per the instruction of Engineer in charge Sqm 656.67 656.67 137.0 False None None False None False 89963.79 0 3662658 133684 None Volume 3 PgNo. 64 it.no. 8.5(IV) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite mate ---- Work should be executed as per the instruction of Engineer in charge Nos 4430.66 4430.66 10.0 False None None False None False 44306.6 0 3662659 133684 None Volume 3 pgno. 65 it.no 8.7 Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 (VOLUME-3,P.No:65 I No. 8.7) ---- Work should be executed as per the instruction of Engineer in charge Sqm 11163.39 11163.39 3.0 False None None False None False 33490.17 0 3662660 133684 None Volume-3 pgno. 76 it.no.8.48 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. ---- Work should be executed as per the instruction of Engineer in charge Nos 4443.05 4443.05 5.0 False None None False None False 22215.25 0 3662661 133684 None Volume-3 pgno. 74 it.no 8.42.3 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) ---- Work should be executed as per the instruction of Engineer in charge m 573.66 573.66 150.0 False None None False None False 86049.0 0 3662662 133684 None Volume-3 Pgno. A-13 it.no. 103 RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia Volume-3 ( P A12 SI No 090 ) ---- Work should be executed as per the instruction of Engineer in charge m 1180.0 1180.0 20.0 False None None False None False 23600.0 0 1722490771000 1 None None Roads Construction of CC Road and Drain On Achamatti cross Kalhal Road from km 4.00 and km 5.00 in Chikkanaragund village of Naragund taluk Gadag district.Drain 8461196.94 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3662663 133685 None V-1 (page no. 8)1.14.1 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) ---- Work should be executed as per the instruction of Engineer in charge Cum 126.38 126.38 1467.0 False None None False None False 185399.46 0 3662664 133685 None V-1 (page no. 54)1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including handpacking, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. ---- Work should be executed as per the instruction of Engineer in charge Cum 3323.0 3323.0 334.8 False None None False None False 1112540.4 0 3662665 133685 None V-1 page no. 15)2.1.1 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 pecifications. (The cost of steel reinforcement & formwork shall be paid separately) (Mix 1:5:10 (M10) Using 40 mm and down size graded crushed coarse aggregates) ---- Work should be executed as per the instruction of Engineer in charge Cum 6613.78 6613.78 111.6 False None None False None False 738097.848 0 3662666 133685 None V-1 (page no. 16)2.4.2 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials,quality confirming to the equirements of relevant IS codes , bour,Usage charges of machinery, curing and all the other appurtenances required to omplete the work as per technical specificatio M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates) ---- Work should be executed as per the instruction of Engineer in charge Cum 7834.2 7834.2 376.63 False None None False None False 2950594.746 0 3662667 133685 None V-1 (Page No.111)SL.NO.3 Addendum I Percentage Additionalities for Formwork Centering Scaffolding 3.Foundation, Substructure of Cross drainages 5 Percentage on finished rate of concrete per m3 ---- Work should be executed as per the instruction of Engineer in charge Sqm 391.71 391.71 85.39 False None None False None False 33448.1169 0 3662668 133685 None V-1 (Page No.111)SL.NO.4 AddendumI Percentage Additionalities for Formwork, Centering Scaffolding 4.Cement Concrete Drain Walls 35 Percentage on finished rate of concrete per m3 ---- Work should be executed as per the instruction of Engineer in charge Sqm 2741.97 2741.97 268.73 False None None False None False 736849.5981 0 3662669 133685 None V-1 (Page No.90)2.11 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.item No.2.11(h) ---- Work should be executed as per the instruction of Engineer in charge t 110837.22 110837.22 22.02 False None None False None False 2440635.5844 0 3662670 133685 None V-1 (Page o.35)1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- Work should be executed as per the instruction of Engineer in charge Cum 536.49 536.49 491.4 False None None False None False 263631.186 0 1722490771000 0 None None Roads 5 Year Maintenance 251740.17 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3662671 133686 None Volume 3 Page No 95 I.No 10.16 Removing & Resetting existing Heavy Duty Cobble/Interlockingstones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) (SR 2023-24 Vol No III, Page No: 95, Item No:10.16) ---- Work should be executed as per the instruction of Engineer in charge Sqm 599.68 599.68 34.5 False None None False None False 20688.96 0 3662672 133686 None Volume 3 Page No A-12 I.No 80.0 Paver Block (Factory made) 80 mm th (SR 2023-24 Vol No III, Page No: A-12 , Item No:80) ---- Work should be executed as per the instruction of Engineer in charge Sqm 892.08 892.08 28.75 False None None False None False 25647.3 0 3662673 133686 None Volume 3 Page No 95 I.No 10.16 Removing & Resetting existing Heavy Duty Cobble/Interlockingstones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) (SR 2023-24 Vol No III, Page No: 95, Item No:10.16) ---- Work should be executed as per the instruction of Engineer in charge Sqm 599.68 599.68 57.5 False None None False None False 34481.6 0 3662674 133686 None Volume 3 Page No A-12 I.No 80.0 Paver Block (Factory made) 80 mm th (SR 2023-24 Vol No III, Page No: A-12 , Item No:80) ---- Work should be executed as per the instruction of Engineer in charge Sqm 892.08 892.08 34.5 False None None False None False 30776.76 0 3662675 133686 None Volume 3 Page No 95 I.No 10.16 Removing & Resetting existing Heavy Duty Cobble/Interlockingstones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) (SR 2023-24 Vol No III, Page No: 95, Item No:10.16) ---- Work should be executed as per the instruction of Engineer in charge Sqm 599.68 599.68 86.25 False None None False None False 51722.4 0 3662676 133686 None Volume 3 Page No A-12 I.No 80.0 Paver Block (Factory made) 80 mm th (SR 2023-24 Vol No III, Page No: A-12 , Item No:80) ---- Work should be executed as per the instruction of Engineer in charge Sqm 892.08 892.08 57.5 False None None False None False 51294.6 0 3662677 133686 None Volume 3 Page No 95 I.No 10.20 Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) ---- Work should be executed as per the instruction of Engineer in charge m 43.37 43.37 15.0 False None None False None False 650.55 0 3662678 133686 None Volume 3 Page No 92 I.No 10.9 Repair of old Joints Sealant : Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material (SR 2023-24 Vol No III, Page No: 92 , Item No:10.9) ---- Work should be executed as per the instruction of Engineer in charge m 79.3 79.3 460.0 False None None False None False 36478.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722490772000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722490772000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722490772000 1 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 None 1722490772000 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 1722490772000 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 1722491352000 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 1722491379000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept. None 1722491398000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1722491424000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone 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. None 1722491444000 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 1722491471000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1722491491000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1722491570000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1722491650000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kppp portal None 1722491705000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1722491741000 0 None None ELIGIBILITY All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. None 1722491765000 0 None None ELIGIBILITY The items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1722491801000 0 None None ELIGIBILITY Physical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014 None 1722491818000 0 None None ELIGIBILITY Department will not supply any materials. None 1722491843000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1722491896000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Gadag during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1722492099000 0 None None ELIGIBILITY E-payment Challan should be Scanned None 1722492117000 1 None None ELIGIBILITY The Tenderer may be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening. None 1722492133000 0 None None ELIGIBILITY As per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. None 1722492158000 0 None None ELIGIBILITY THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA.ANY JUNK ,SURPLUS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTION. None 1722492523000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25 in the Technical Qualification Criteria mentioned in the next section None 1722492564000 0 None None ELIGIBILITY The item rates are including GST, Area weightage and all other charges None 1722492590000 0 None None ELIGIBILITY The amount put to tender and tendered amount are inclusive of all taxes(GST also). None 1722492611000 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 delays as determined by the authority while granting the extension of time. None 1722492708000 1 None None ELIGIBILITY Work Completion/Execution Period : 06 Months.( Including mansoon) None 1722492785000 0 None None ELIGIBILITY The Project Completion period is 06 months and the Tenderer should maintain work during the defect liability period, which is (2)Two year after successful completion of the work.followed by (3)Three years Maintainance as per Govt.order No.PWD618CRM2023(E) Dated:27-11-2023 None 1722492841000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None 1722492925000 0 None None ELIGIBILITY Contractors registered under class-1 and 2 may tender for works anywhere in the state.Contactors registered under class-3 may tender for works within the districts of the PWD circles where in they are registered. Contactors registered under-4 may tender for works within the districts or within the division whichever is applicable None 1722492943000 1 None None ELIGIBILITY The contractor should employ only registered labours as per Govt.Circular No. PWD/198/BMS/2009/Dated : 24-06-2009. As per EPF& MP act 1952 in rspect of the employees engaged by or through contractors, agencies and contractors shall have provident fund code no.& all the contract employees deployed by them are enrolled as members of provident fund None 1722958978000 0 None None ELIGIBILITY Star rates are not applicable None 1723004439000 0 None None ELIGIBILITY The construction materials (minerals metal ,sand and Murom) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1723004588000 0 None None ELIGIBILITY The awarded Contractor has to Submit his bills through e-MB for payment.( Billing is through e-Mb ie: Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments) None 1723004778000 0 None None ELIGIBILITY The Important Original Documents Certificates which are uploaded like Work done Line of Credit Turn over Certificates and Machineries Ownership Documents shall be produced at the time of opening of Tender for physical verification. If fail to Produce documents Certificates on or before the time of opening the Bid is liable for Rejection with out any prior notice. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20 ,2020-21,2021-22,2022-23 and 2023-24 Satisfactorily completed as prime contractor, at least one similar work such as Construction of CC Road Works of value not less than Rs 117.10 lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work1)Earthwork/Flling /Subgrade/Embankment-4489.92 Cum 2)PCC/RCC -1015.78 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- quantity wise workdone certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works 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 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- on letter head None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx1.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.5 Year.B-Value at 2024-25 price level, of existing commitments and on-going works to be completed during the next 0.5 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation sheet on letter head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- assessed tender capacity on letter head None None None None 3.3 a Each Tenderer should further demonstrate :As per this note, each tenderer should demonstrate availability of few key equipments /machinery for execution of the work . However 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. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification.Sl No. Name of machinery 1)Excavator JCB / Hitachi 2)Tippers3)Concrete Batching Plant4)Water Tanker5)Shuttering Materials6)Transit Mixers7)Selfloading Moblie Concrete Batching Plant of min 2 cum capacity Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- list of machinery None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. , 2019-20 ,2020-21,2021-22,2022-23 and 2023-24 , (a) acheived in at least two financial years a minimum financial turnover of Rs. 468.50 lakhs (in all classes of civil engineering construction works only) 33.( As per GOVT Circuler No PW 60 CRM 2021 Bangaluru Dtd-08-11-2021) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None Value at 2024-25 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25), (Monthwise commitment shall be furnished). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- statement on the letter head of the tenderer None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 117.10Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The EMD of Rs.3,52,000 shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2)2,52,000 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- EMD Details None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference None None None None Information on litigation in which the Tender is involved. Others Information on litigation in which the Tender is involved. createdTs version createdDate modifiedDate documentName None None None None Others -- Information on litigation in which the Tender is involved. None None None None Information of the works for which Tender acceptance letters are received. Others New work createdTs version createdDate modifiedDate documentName None None None None Others -- New work
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Quantity wise workdone certificate True Technical Bid PWD REGISTRATION CERTIFICATE True Technical Bid Bid Capacity on Contractor Letter Head True Technical Bid Similar Nature of workdone certificate True Technical Bid LOC should be prescribed formate-2, If not then the tender will not be accepted True Technical Bid Personal Adress proof Adhaar/Pancard True Technical Bid Other related documents True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1723126516000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer Office PWD Division Gadag street None city Gadag state Karnataka pin 582101
tenderRecallDTO	None