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noticeInvitingTenderDTO	createdTs 1706855573659 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 50000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 09-02-2024 17:00:00 tenderQueryClose 06-02-2024 11:00:00 technicalBidOpen None publishedDate 02-02-2024 15:40:34 publishedByPost RWSSD_EE_DIV_CKD publishedByUser KPE14033 - PANDURANGA RAO bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson shreeharsha 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 None mobileNumber 9742383614 tenderSupplierList None
tenderSchedule	createdTs 1706855573698 version 4 createdDate None modifiedDate None tenderNumber RWSSD/2023-24/WS/WORK_INDENT6146 title CONSTRUCTION OF O H T AT GUJANAL VILLAGE IN GOKAK TALUKA description CONSTRUCTION OF O H T AT GUJANAL VILLAGE IN GOKAK TALUKA category WORKS categoryText Works ecv 1987081.92 deptName Rural Drinking Water and Sanitation Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1236 locationName RWSSD Division Office Chikkodi provisionalAmount 2400000.0 groupOverheadTotal None fileNumber AEE/RWSS/GKK/2023-24/11
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706855574000 0 None None Water supply/sewage lines 50 KL OHT 9 MTR STAGEING 1627692.02 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2398085 71421 None code01 Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For inlet pipe For double flanged CI pipes of 100mm dia. CI flanged pipes Rmtr 3075.45 3075.45 13.0 False None None False None False 39980.85 0 2398086 71421 None code02 Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia. For outlet pipe Rmtr 3075.45 3075.45 12.0 False None None False None False 36905.4 0 2398087 71421 None code03 Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm dia. Rmtr 2315.25 2315.25 12.0 False None None False None False 27783.0 0 2398088 71421 None code04 Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia. For Overflow pipe Rmtr 3075.45 3075.45 16.0 False None None False None False 49207.2 0 2398089 71421 None code05 Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 80mm dia. Each 1602.3 1602.3 1.0 False None None False None False 1602.3 0 2398090 71421 None code06 Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . For DI/CI puddle flanges of 100mm dia. Each 1897.35 1897.35 3.0 False None None False None False 5692.05 0 2398091 71421 None code07 Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete100 Each 420.0 420.0 3.0 False None None False None False 1260.0 0 2398092 71421 None code08 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: 80 mm dia (Scour ) Each 8413.65 8413.65 1.0 False None None False None False 8413.65 0 2398093 71421 None code09 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: 100 mm dia (Outlet) Each 8858.0 8858.0 1.0 False None None False None False 8858.0 0 2398094 71421 None code10 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth Cum 285.6 285.6 52.11 False None None False None False 14882.616 0 2398095 71421 None code11 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 Depth exceeding 1.5 m, but not exceeding 3 m Cum 336.0 336.0 39.95 False None None False None False 13423.2 0 2398096 71421 None code12 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, plywood / steel formwork, 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 shall be paid separately).PCC 1:1.5:3 using 20 mm aggregate Cum 7537.04 7537.04 3.32 False None None False None False 25022.9728 0 2398097 71421 None code13 Filling available excavated 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. Cum 214.2 214.2 85.92 False None None False None False 18404.064 0 2398098 71421 None code14 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately)(Minimum cement content: 340 kgs (6.80 bags)).RCC M25 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4,12mm thick etc. Cum 11447.44 11447.44 2.82 False None None False None False 32281.7808 0 2398099 71421 None code15 Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3,12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). for a level Upto 6 mts height Cum 14725.31 14725.31 6.37 False None None False None False 93800.2247 0 2398100 71421 None code16 Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3,12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). for a level Upto 6 mts height For a level and upto 6 mts- 9 mts height Cum 16495.61 16495.61 2.57 False None None False None False 42393.7177 0 2398101 71421 None code17 Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and 6 to 9 m height. Cum 26932.19 26932.19 9.62 False None None False None False 259087.6678 0 2398102 71421 None code18 Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate for level and upto 9 - 12 mheight. Cum 28469.39 28469.39 6.43 False None None False None False 183058.1777 0 2398103 71421 None code19 Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags))RCC M30 Design Mix with 20mm aggregate for level and 12 -15 m height Cum 29636.15 29636.15 3.55 False None None False None False 105208.3325 0 2398104 71421 None code20 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. TMT bars Fe 500 Kg 96.6 96.6 4078.1 False None None False None False 393944.46 0 2398105 71421 None code21 Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. Nos 6037.5 6037.5 1.0 False None None False None False 6037.5 0 2398106 71421 None code22 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. Nos 2216.55 2216.55 1.0 False None None False None False 2216.55 0 2398107 71421 None code23 Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc.with all lead and lifts, complete for:MS Guage sheet for 2.5 m depth 3 mtr long Each 4932.9 4932.9 1.0 False None None False None False 4932.9 0 2398108 71421 None code24 Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for:Tanks staging above 6 m and upto 9 m Sqm 160.65 160.65 245.8 False None None False None False 39487.77 0 2398109 71421 None code25 Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for:Over Head Tanks upto 9 m staging Nos 9036.3 9036.3 1.0 False None None False None False 9036.3 0 2398110 71421 None code26 Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:MS angle of 65 x 65 x 10mm Rmtr 4984.35 4984.35 15.0 False None None False None False 74765.25 0 2398111 71421 None code27 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete Rmtr 5355.0 5355.0 3.5 False None None False None False 18742.5 0 2398112 71421 None code28 Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) Rmtr 1152.9 1152.9 46.23 False None None False None False 53298.567 0 2398113 71421 None code29 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. cm 3.15 3.15 4500.0 False None None False None False 14175.0 0 2398114 71421 None code30 RCC Valve Chamber Nos 21895.01 21895.01 2.0 False None None False None False 43790.02 0 1706855574000 0 None None Water supply/sewage lines RISING MAIN 244741.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2398115 71422 None code01 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. Cum 486.94 486.94 248.4 False None None False None False 120955.896 0 2398116 71422 None code02 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. Rmtr 269.1 269.1 460.0 False None None False None False 123786.0 0 1706855574000 0 None None Water supply/sewage lines PUMPING MACHINERY 114648.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2398117 71423 None code01 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. 10.00 HP - 135 LPM @ 168 m = 12 STG Outlet Dia - 2.00” Each 50223.0 50223.0 1.0 False None None False None False 50223.0 0 2398118 71423 None code02 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter. 6 to 15 HP pumps Each 14250.0 14250.0 1.0 False None None False None False 14250.0 0 2398119 71423 None code03 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x6 m2 Rmtr 210.0 210.0 30.0 False None None False None False 6300.0 0 2398120 71423 None code04 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments. Rmtr 575.0 575.0 55.0 False None None False None False 31625.0 0 2398121 71423 None code05 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Kvar 550.0 550.0 3.0 False None None False None False 1650.0 0 2398122 71423 None code06 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. Each 1250.0 1250.0 1.0 False None None False None False 1250.0 0 2398123 71423 None code07 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6150.0 6150.0 1.0 False None None False None False 6150.0 0 2398124 71423 None code08 Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1250.0 1250.0 1.0 False None None False None False 1250.0 0 2398125 71423 None code09 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. 3.5x 10 sqmm Rmtr 195.0 195.0 10.0 False None None False None False 1950.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706855575000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706855575000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706855575000 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 1706855575000 0 None None ELIGIBILITY Department Registration Details None 1706855575000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1706855575000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1706855575000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1706855575000 0 None None ELIGIBILITY Banker Details None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN numbefrom CA 2018-19 To 2022-23 reqired True Technical Bid Company Registration Certificate False Technical Bid Unconditional Bank Line of credit Liquid assets - minimum 30 Percentage of amount put to tender reqired True Technical Bid Accurate postal address and phone number True Technical Bid In last five years one Similar work done certificate - minimum 50 Percentage of amount put to tender issued by Executive Engineer or equivalent True Technical Bid GST REGISTRATION COPY True Technical Bid PRED/PWD registration certificate True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Water supply/sewage lines Belagavi Gokak Belgaum GOKAK (ST) GUJANAL None None None None None None
tenderAddress	None
tenderRecallDTO	None