createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1719679436284 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1470.00 emd 140000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 08-07-2024 16:30:00 tenderQueryClose 06-07-2024 10:30:00 technicalBidOpen 09-07-2024 17:30:00 publishedDate 29-06-2024 22:29:10 publishedByPost RDPR_EE_DIV_BLR publishedByUser KPE11866 - BADIGER PAMPATHY SURESHKUMAR bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson EE PRE DIVISION BELLARI 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 08392266173 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1719679436287 version 11 createdDate None modifiedDate None tenderNumber RDPR/2023-24/RD/WORK_INDENT4352/CALL-2 title PACKAGE TDR DMF 03 1.Construction of cc road and drains from main road to joining various colonies of main road in Chikantapur village of Sandur Taluk and Ballari Dist. 2.Construction of CC Road and Drain at Huchenahalli village in Sandur Taluk of Ballari Dist.3.Construction of CC Raod and Drain at S. Laklahalli Village in Sandur Taluk of Ballari Dist description PACKAGE TDR DMF 03 1.Construction of cc road and drains from main road to joining various colonies of main road in Chikantapur village of Sandur Taluk and Ballari Dist. 2.Construction of CC Road and Drain at Huchenahalli village in Sandur Taluk of Ballari Dist.3.Construction of CC Raod and Drain at S. Laklahalli Village in Sandur Taluk of Ballari Dist category WORKS categoryText Works ecv 5852685.00 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 818 locationName RDPR Division Office Ballari provisionalAmount 7000000.0 groupOverheadTotal None fileNumber EE/PRED/SDR/DMF/PACKAGETDR03
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719679436000 0 None None Roads PACKAGE TDR DMF 03 1.Construction of cc road and drains from main road to joining various colonies of main road in Chikantapur village of Sandur Taluk and Ballari Dist. 2.Construction of CC Road and Drain at Huchenahalli village in Sandur Taluk of Ballari Dist.3.Construction of CC Raod and Drain at S. Laklahalli Village in Sandur Taluk of Ballari Dist 5852685.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3419128 121041 None code01 Construction of cc road and drains from main road to joining various colonies of main road in Chikantapur village of Sandur Taluk and Ballari Dist..Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 68.25 68.25 180.31 False None None False None False 12306.1575 0 3419129 121041 None code02 Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 91.35 91.35 180.31 False None None False None False 16471.3185 0 3419130 121041 None code03 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 Cum 433.65 433.65 180.31 False None None False None False 78191.4315 0 3419131 121041 None code04 Granular Sub-Base Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 1309.35 1309.35 90.15 False None None False None False 118037.9025 0 3419132 121041 None code05 Providing, laying, spreading and compacting stone aggregate of specfic to water bond macadam specification including spreeding in inform thicknes, hand packing, rolling with three wheeled steel / vibratrory in stages to proper and camber, applying and bromming requisite type of screening / binding material to ffill up the iterstices of coarse aggreate, watering and compacting to the required density. (b) using scrreing type B (11.2mm agg) Cum 2644.95 2644.95 90.15 False None None False None False 238442.2425 0 3419133 121041 None code06 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6654.9 6654.9 180.31 False None None False None False 1199945.019 0 3419134 121041 None code07 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 Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3419135 121041 None code08 Construction of CC Road and Drain at Huchenahalli village in Sandur Taluk of Ballari Dist.Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate Cum 91.35 91.35 32.0 False None None False None False 2923.2 0 3419136 121041 None code09 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 433.65 433.65 160.0 False None None False None False 69384.0 0 3419137 121041 None code10 Construction of Granular Sub-Base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Cum 1309.35 1309.35 60.0 False None None False None False 78561.0 0 3419138 121041 None code11 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2513.7 2513.7 80.0 False None None False None False 201096.0 0 3419139 121041 None code12 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6654.9 6654.9 196.5 False None None False None False 1307687.85 0 3419140 121041 None code13 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 Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3419141 121041 None code14 Construction of CC Raod and Drain at S. Laklahalli Village in Sandur Taluk of Ballari Dist.Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate Cum 91.35 91.35 1156.0 False None None False None False 105600.6 0 3419142 121041 None code15 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 433.65 433.65 231.2 False None None False None False 100259.88 0 3419143 121041 None code16 Construction of Granular Sub-Base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Cum 1309.35 1309.35 86.7 False None None False None False 113520.645 0 3419144 121041 None code17 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2513.7 2513.7 115.6 False None None False None False 290583.72 0 3419145 121041 None code18 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6654.9 6654.9 173.4 False None None False None False 1153959.66 0 3419146 121041 None code19 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 Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3419147 121041 None code20 CC Drain : 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 76.65 76.65 156.6 False None None False None False 12003.39 0 3419148 121041 None code21 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5903.1 5903.1 12.6 False None None False None False 74379.06 0 3419149 121041 None code22 Providing and laying in position Reinforced 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 compacted using needle vibrators, providing weep holes wherever necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8241.35 8241.35 35.25 False None None False None False 290507.5875 0 3419150 121041 None code23 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kgs 94.5 94.5 1410.0 False None None False None False 133245.0 0 3419151 121041 None code24 Deck Slab : 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 76.65 76.65 33.0 False None None False None False 2529.45 0 3419152 121041 None code25 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5903.1 5903.1 3.3 False None None False None False 19480.23 0 3419153 121041 None code26 Providing and laying in position Reinforced 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 compacted using needle vibrators, providing weep holes wherever necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8241.35 8241.35 11.6 False None None False None False 95599.66 0 3419154 121041 None code27 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kgs 94.5 94.5 1160.0 False None None False None False 109620.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719679436000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719679436000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719679436000 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 1719679436000 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 1719679436000 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 1719679436000 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 1719679436000 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 1719679436000 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 1719679436000 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 1719679436000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1719679436000 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 1719679436000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason. None 1719679436000 0 None None ELIGIBILITY The tenderer should maintain the Road/Building during the defective liability period of one year from the date of completion of the work. None 1719679436000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 (KW-1,2,3 &4 ) Qualification of the Tenderer in Section 2: Instructions to Tenderers (ITT), will only be considered for evaluation. None 1719679436000 0 None None ELIGIBILITY The tenderer shall scan & upload all the original documents required for this bid to the e-procurement portal. The Original Documents shall be produced at the time of opening of Bid for physical verification. None 1719679436000 0 None None ELIGIBILITY The Bidder shall ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date of bid submission. None 1719679436000 0 None None ELIGIBILITY The contractor should make arrangement for establish mobile quality control lab unit at site itself for conducting quality tests as per requirement at the cost of the contractor None 1719679436000 0 None None ELIGIBILITY The contractor should submit quality control reports, material test reports and photos along with the bill otherwise bills will not be accepted. None 1719679436000 0 None None ELIGIBILITY The work will be inspected by the Third party and the bill will be admitted only after the satisfactory quality report from 3rd party. None 1719679436000 0 None None ELIGIBILITY The contractor should follow items and conditions as specified in standard bid document KW-1-4 None 1719679436000 0 None None ELIGIBILITY Successful bidder submitting bids below the amount put to tender will required to submit the difference amount in the form of FDR/DD Pledge (excluding Bank Guarantee) on the name of EE PRED BELLARY within 20 days from the date of receiving the letter of acceptance. Failing which EMD will be forfeited and further action will be taken as per G O No FD PCL 2008 Bangalore Dated 14/10/2008. Cluase 25 of KW-3. 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 Work done certificate for satisfactorily completed as prime contractor, at least one similar work comprising of Road costing Rs. 34.53 lakhs from competent authorities not below the rank of Executive Engineer or equivalent list of such works in FORMAT-2 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Certificate issued by the competent authority not below the rank of Executive Engineer for having executed in any one year,for a continuous period of 12 months the following minimum quantities of work 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 & 2023-24 executed in any one year, the following minimum quantities of work Earth Work 296.00 Cum RCC/PCC 490.36 CUM STEEL 2.570 MT WBM/WMM 228.60 Cum Subgrade/Earthen Shoulders/Embankment 601.45 Cum GSB 189.48 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in the prescribed format and certificate from the competent authority. None None None None Copy of Registration for having registered in PWD Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) 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 AXNX2.5-BwhereA is Maximum value of civil engineering works executed in any one year during the last five yearsupdated to price level taking into account the completed as well as works in progressN is Number of years prescribed for completion of the works for which Tenders are invitedB is Value at price level of existing commitments and on-going works to be completed during the next years period of completion of the works for which Tenders are invited Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid Assets and or availability of credit facilities of no less than Rs. 21.00 Lakhs Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2019-20. 2020-21, 2021-22 2022-23 & 2023-24 achieved in at least two financial years an average annual financial turnover in all classes of civil engineering construction works only usually not less than the estimated annual payments under this contract of Rs.69.06 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Principal Place of Business Others Principal Place of Business createdTs version createdDate modifiedDate documentName None None None None Others -- Declaration by the Bidder on the Letter Head None None None None Name, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer. Others Address createdTs version createdDate modifiedDate documentName None None None None Others -- Information None None None None The information on litigation in which the Tenderer is involved are to be furnished. Others Litigation createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-11 None None None None The information of the works for which tenderer has already submitted tender are to be furnished. Others Tendered Works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-10 None None None None The works for which tender acceptance letters are received are to be furnished Others Tendered works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-7 None None None None Existing commitments and ongoing works which are yet to be completed Others NEW WORKS createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-6 and Letter of Acceptance None None None None Information on Existing commitments and on going works which are yet to be completed Others Committed works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-5 None None None None A site engineer having B.E Civil with minimum experience of 5 years in construction or Diploma in Civil Engineering with minimum experience of 8 years in construction. Others Technical Status createdTs version createdDate modifiedDate documentName None None None None Others -- Information in the prescribed format supported by Degree/Diploma certificates & experience certificate
tenderCriterionDocumentList	documentName optional documentTypeText Valid PWD Registration Certificate True Technical Bid To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2019-20. 2020-21, 2021-22 2022-23 & 2023-24 achieved in at least two financial years an average annual financial turnover in all classes of civil engineering construction works only usually not less than the estimated annual payments under this contract of Rs.69.06 Lakhs True Technical Bid 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 & 2023-24 executed in any one year, the following minimum quantities of work Earth Work 296.00 Cum RCC/PCC 490.36 CUM STEEL 2.570 MT WBM/WMM 228.60 Cum Subgrade/Earthen Shoulders/Embankment 601.45 Cum GSB 189.48 Cum True Technical Bid Work done certificate for satisfactorily completed as prime contractor, at least one similar work comprising of Road costing Rs. 34.53 lakhs from competent authorities not below the rank of Executive Engineer or equivalent list of such works in FORMAT-2 True Technical Bid Liquid Assets and or availability of credit facilities of no less than Rs. 21.00 Lakhs Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc True Technical Bid A site engineer having B.E Civil with minimum experience of 5 years in construction or Diploma in Civil Engineering with minimum experience of 8 years in construction True Technical Bid 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 AXNX2.5-B True Technical Bid Information on Existing commitments and on going works which are yet to be completed True Technical Bid Existing commitments and ongoing works which are yet to be completed True Technical Bid The works for which tender acceptance letters are received are to be furnished True Technical Bid The information of the works for which tenderer has already submitted tender are to be furnished. True Technical Bid The information on litigation in which the Tenderer is involved are to be furnished. True Technical Bid Name, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None