createdTs	None
version	None
createdDate	None
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noticeInvitingTenderDTO	createdTs 1707915829898 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 28700.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 22-02-2024 16:00:00 tenderQueryClose 16-02-2024 11:00:00 technicalBidOpen 23-02-2024 16:00:01 publishedDate 14-02-2024 18:42:27 publishedByPost RDPR_EE_DIV_MNG publishedByUser KPE10481 - VENUGOPAL R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08242451284 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1707915830003 version 4 createdDate None modifiedDate None tenderNumber RDPR/2023-24/OW/WORK_INDENT4473 title CONSTRUCTION OF 7 COMMUNITY SOAK PITS IN NARIKOMBU VILLAGE AT NARIKOMBU G.P BANTWAL TALUK description CONSTRUCTION OF 7 COMMUNITY SOAK PITS IN NARIKOMBU VILLAGE AT NARIKOMBU G.P BANTWAL TALUK category WORKS categoryText Works ecv 1131886.87 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 951 locationName RDPR Division Office Managluru provisionalAmount 1148000.0 groupOverheadTotal 172660.71 fileNumber EE/PRED/TENDER8/NARIKOMBU/AE-1/JE-1/23-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707915830000 0 None None Other Works CONSTRUCTION OF 7 COMMUNITY SOAK PITS IN NARIKOMBU VILLAGE AT NARIKOMBU G.P BANTWAL TALUK 959226.16 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2593321 80751 None Code01 Construction of community soak pits and connectivity works-Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 208.32 208.32 109.74 False None None False None False 22861.0368 0 2593322 80751 None Code02 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 526.4 526.4 119.81 False None None False None False 63067.984 0 2593323 80751 None Code03 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6220.48 6220.48 3.62 False None None False None False 22518.1376 0 2593324 80751 None Code04 Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6656.16 6656.16 14.83 False None None False None False 98710.8528 0 2593325 80751 None Code05 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6684.16 6684.16 0.77 False None None False None False 5146.8032 0 2593326 80751 None Code06 Providing Thermo-Mechanically Treated bars of grade Fe-550D 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) Kg 103.04 103.04 1170.0 False None None False None False 120556.8 0 2593327 80751 None Code07 Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. For 1.80m dia (clear) rings of steining thickness 0.075mm upto18 M depth No 1717.1 1717.1 22.0 False None None False None False 37776.2 0 2593328 80751 None Code08 Aggregate - Grading I (40 mm nominal Size) 37.25 mm - 25 mm Cum 1400.0 1400.0 74.59 False None None False None False 104426.0 0 2593329 80751 None Code09 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. For foundation in CM 1:6 (Cement 45kgs/M3) Cum 6265.28 6265.28 7.61 False None None False None False 47678.7808 0 2593330 80751 None Code10 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 334.88 334.88 56.03 False None None False None False 18763.3264 0 2593331 80751 None Code11 Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. No 3628.8 3628.8 10.0 False None None False None False 36288.0 0 2593332 80751 None Code12 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangement for procuring water for testing) etc. for PVC pipes 75mm dia., 6 kg/sqcm & class 3 Mtr 218.74 218.74 75.0 False None None False None False 16405.5 0 2593333 80751 None Code13 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangement for procuring water for testing) etc. for PVC pipes 90mm dia., 6 kg/sqcm & class 4 Mtr 292.69 292.69 150.0 False None None False None False 43903.5 0 2593334 80751 None Code14 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangement for procuring water for testing) etc. for PVC pipes 110mm dia., 6 kg/sqcm & class 5 Mtr 410.39 410.39 150.0 False None None False None False 61558.5 0 2593335 80751 None Code15 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangement for procuring water for testing) etc. for PVC pipes 140mm dia., 6 kg/sqcm & class 6 Mtr 590.59 590.59 130.0 False None None False None False 76776.7 0 2593336 80751 None Code16 Providing and fixing of Name board Displying information having rectangular shape of 0.75x0.45m size made out of 4mm thick ACP sheet on MS Square pipe of size 25mmx25mm, 16gauge frame with one Gi pipe post of dia 32mm and 1.65m long including inclained support to frame with 8mm square road including all fixtures and fixing the name board in 1:4:8 concrate block of size 0.30mx0.30m 0.45m including painting and printing the informetion.(boadr size 30"x18" including GST) Each 2800.0 2800.0 1.0 False None None False None False 2800.0 0 2593337 80751 None Code17 Soak pit for schools-Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 208.32 208.32 24.19 False None None False None False 5039.2608 0 2593338 80751 None Code18 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 526.4 526.4 3.24 False None None False None False 1705.536 0 2593339 80751 None Code19 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6684.16 6684.16 0.35 False None None False None False 2339.456 0 2593340 80751 None Code20 Providing Thermo-Mechanically Treated bars of grade Fe-550D 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) Kg 103.04 103.04 28.0 False None None False None False 2885.12 0 2593341 80751 None Code21 Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. For 1.50m dia (clear) rings of steining thickness 0.075mm upto 18 M depth No 1446.5 1446.5 12.0 False None None False None False 17358.0 0 2593342 80751 None Code22 Aggregate - Grading I (40 mm nominal Size) 37.25 mm - 25 mm Cum 1400.0 1400.0 20.23 False None None False None False 28322.0 0 2593343 80751 None Code23 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. For foundation in CM 1:6 (Cement 45kgs/M3) Cum 6265.28 6265.28 3.09 False None None False None False 19359.7152 0 2593344 80751 None Code24 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 334.88 334.88 17.86 False None None False None False 5980.9568 0 2593345 80751 None Code25 Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. No 3628.8 3628.8 2.0 False None None False None False 7257.6 0 2593346 80751 None Code26 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangement for procuring water for testing) etc. 90mm dia 6KSC Mtr 292.69 292.69 17.0 False None None False None False 4975.73 0 2593347 80751 None Code27 Soakpit for Anganawadi-Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 208.32 208.32 18.23 False None None False None False 3797.6736 0 2593348 80751 None Code28 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 526.4 526.4 3.65 False None None False None False 1921.36 0 2593349 80751 None Code29 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6684.16 6684.16 0.34 False None None False None False 2272.6144 0 2593350 80751 None Code30 Providing Thermo-Mechanically Treated bars of grade Fe-550D 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) Kg 103.04 103.04 27.2 False None None False None False 2802.688 0 2593351 80751 None Code31 Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. For 1.20m dia (clear) rings of steining thickness 0.075mm upto 18 M depth No 1180.3 1180.3 18.0 False None None False None False 21245.4 0 2593352 80751 None Code32 Aggregate - Grading I (40 mm nominal Size) 37.25 mm - 25 mm Cum 1400.0 1400.0 10.09 False None None False None False 14126.0 0 2593353 80751 None Code33 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. For foundation in CM 1:6 (Cement 45kgs/M3) Cum 6265.28 6265.28 2.9 False None None False None False 18169.312 0 2593354 80751 None Code34 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 334.88 334.88 16.74 False None None False None False 5605.8912 0 2593355 80751 None Code35 Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. No 3628.8 3628.8 3.0 False None None False None False 10886.4 0 2593356 80751 None Code36 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangement for procuring water for testing) etc. for PVC pipes 75mm dia., 6 kg/sqcm & class 3 Mtr 218.74 218.74 18.0 False None None False None False 3937.32 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707915831000 1 None None ELIGIBILITY The bidders fulfilling all rules/conditions said in the tender document are eligible. Latest Circulars from Govt. are also applicable. None 1707915831000 1 None None ELIGIBILITY It shall be responsibility of the bidder to ensure credit of tender processing fee (Non-Refundable) & E.M.D. into the respective receiving bank accounts of e-procurement on or before the last date & time of bid submission. None 1707915831000 1 None None ELIGIBILITY As per tender Agreement clause 24.1, the successful tenderer shall submit the Security Deposit(Performance Security) infavour of Executive Engineer in the form of Bankers Cheque/DD/Pay order for an amount of equivalent to 5% of the contract price and also an additional security for unbalanced tender amount in the form of DD/FDR of any Nationalised Bank within 7 days of receipt of the letter of acceptance and shall enter into an agreement and the work shall be started within a week after agreement. None 1707915886000 0 None None ELIGIBILITY All the documents pertaining to technical bid should be attested by the gazetted officer not less than the grade of District Level Officer. If not said bid shall be rejected and he should be able to produce the attested document at any time, if required. None 1707915895000 0 None None ELIGIBILITY The contractor is supposed to purchase all required materials on his own for carrying out the work, and all the materials shall be tested for its quality prior to construction and its quality shall be of ISI standards None 1707915915000 0 None None ELIGIBILITY E.M.D. shall be paid according to e-payment rules as said in e-procurement portal. Any tender without EMD will not be considered.E.M.D. validity shall be 45 days more than the scheduled date of the completion of project. None 1707915927000 0 None None ELIGIBILITY An amount of 1% shall be deducted towards Labour cess from each of the running bill of the contractor. None 1707915935000 0 None None ELIGIBILITY Tenders from joint ventures are not acceptable. None 1707915942000 0 None None ELIGIBILITY Conditional tenders are subjected for rejection. None 1707915953000 0 None None ELIGIBILITY Acceptance/Cancellation of the works are reserved by undersigned without any reasons for the same. None 1707915963000 0 None None ELIGIBILITY Details of machineries owned/heired as said in the tender document is to be certified by the gazetted officer/by the notary is to be submitted at the time of tender. If not such tender shall be rejected. None 1707915973000 0 None None ELIGIBILITY All bidders shall upload the details of the following documents: i) Contractor Registration. ii) PAN. iii) TIN. iv) Works completed in last 5 years. v.)Valadity Electrical licence . vi) Details of minimum quantities of work done in one year. vii) Yearly turnover from last 5 years. viii) Present ongoing works. xi) Tener bid Capacity should be more than Tender amount None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None List of existing commitments and ongoing work None None None None None None List of works for which tenders already submitted None None None None None None Banker Details None None None None None None Similar nature of work done certifcate issued by not below the rank of Executive Engineer Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Financial Turnover Certificate.5years Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover
tenderCriterionDocumentList	documentName optional documentTypeText Registration Certificate issued by PWD True Technical Bid Financial Turnover Certificate.5years True Technical Bid Work completed certificate for latest 5 years issued by not below the rank of Executive Engineer True Technical Bid Similar nature of work done certifcate issued by not below the rank of Executive Engineer True Technical Bid Contact Number and Communication Address True Technical Bid Joint Inspection Report by the Assistant Executive Engineer of the concerned work to be uploaded compulsorily True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None