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noticeInvitingTenderDTO	createdTs 1726728405022 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 880.00 emd 70160.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 27-09-2024 16:00:00 tenderQueryClose 26-09-2024 16:00:00 technicalBidOpen None publishedDate 19-09-2024 12:27:08 publishedByPost BWSSB_EE_DIV_SW1 publishedByUser KPE12828 - SNEHA V bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Hussain Basha 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 9845444085 tenderSupplierList None
tenderSchedule	createdTs 1726728405048 version 4 createdDate None modifiedDate None tenderNumber BWSSB/2024-25/WS/WORK_INDENT1055 title Work of Providing & Laying of 400 and 300 mm dia RCC NP3 and Construction of New Manholes from 3rd main 7th Cross to 5th Main 6th cross ( via Conservancy between 4th Main and 5th Main and 6th cross) Chamarajapet, NP3/SW pipe line linking to 450 mm dia Sub line coming under Chamarajapet Service station under AEESW-2 sub division description Work of Providing & Laying of 400 and 300 mm dia RCC NP3 and Construction of New Manholes from 3rd main 7th Cross to 5th Main 6th cross ( via Conservancy between 4th Main and 5th Main and 6th cross) Chamarajapet, NP3/SW pipe line linking to 450 mm dia Sub line coming under Chamarajapet Service station under AEESW-2 sub division category WORKS categoryText Works ecv 3507909.38 deptName Bengaluru Water Supply And Sewerage Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5156 locationName BWSSB Executive Engineer South West One provisionalAmount 4420000.0 groupOverheadTotal None fileNumber 3839/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726728405000 0 None None Water supply/sewage lines Work of Providing & Laying of 400 and 300 mm dia RCC NP3 and Construction of New Manholes from 3rd main 7th Cross to 5th Main 6th cross ( via Conservancy between 4th Main and 5th Main and 6th cross) Chamarajapet, NP3/SW pipe line linking to 450 mm dia Sub line coming under Chamarajapet Service station under AEESW-2 sub division 3507909.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4027637 156179 None code01 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Cum 563.0 563.0 53.46 False None None False None False 30097.98 0 4027638 156179 None code02 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Mechanical Means Cum 322.0 322.0 100.98 False None None False None False 32515.56 0 4027639 156179 None code03 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m. Cum 262.0 262.0 616.08 False None None False None False 161412.96 0 4027640 156179 None code04 1.50 to 3.0 mtr depth Cum 331.0 331.0 122.9 False None None False None False 40679.9 0 4027641 156179 None code05 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey RCC NP pipes of 400 mm dia. Mtr 2036.0 2036.0 293.4 False None None False None False 597362.4 0 4027642 156179 None code06 RCC NP pipes of 300 mm dia. Mtr 1332.0 1332.0 294.4 False None None False None False 392140.8 0 4027643 156179 None code07 Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992,(with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying ofsewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints stone ware pipes of 230 mm dia. Mtr 936.0 936.0 61.6 False None None False None False 57657.6 0 4027644 156179 None code08 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications etc. with: Cum 160.0 160.0 577.44 False None None False None False 92390.4 0 4027645 156179 None code09 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 85.0 85.0 161.52 False None None False None False 13729.2 0 4027646 156179 None code10 Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole worksinclude watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm 1.00 MTR depth NMH1-16 Nos 29047.0 29047.0 16.0 False None None False None False 464752.0 0 4027647 156179 None code11 1.00 mtr depth to 2.00 mtr depth additional depths Nos 3173.7 3173.7 126.0 False None None False None False 399886.2 0 4027648 156179 None code12 Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the samedimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. as per design and specifications. The existing ring, cover and CC beeding to be used. Nos 15574.0 15574.0 1.0 False None None False None False 15574.0 0 4027649 156179 None code13 Providing, laying, spreading and compacting 200 mm graded stone aggregate to Wet Mix Macadam (WMM) 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 in sub base/ base course on well prepared surface and compacting with vibratory roller/ tamper/plate vibrator to achive the desired density complete as per Specifications. Cum 2559.0 2559.0 173.46 False None None False None False 443884.14 0 4027650 156179 None code14 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6217.0 6217.0 34.8 False None None False None False 216351.6 0 4027651 156179 None code15 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.. Sqm 41.0 41.0 380.2 False None None False None False 15588.2 0 4027652 156179 None code16 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bituminous Macadam Grading - II for traffic less than 20 MSA Cum 7661.0 7661.0 28.5 False None None False None False 218338.5 0 4027653 156179 None code17 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 12.0 12.0 380.2 False None None False None False 4562.4 0 4027654 156179 None code18 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects B.Bituminous Concrete Grading II for traffic less than 20 MSA Cum 10954.0 10954.0 19.01 False None None False None False 208235.54 0 4027655 156179 None code19 Providing 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 arrangements for procuring water for testing) etc complete for PVC pipes 110mm dia., 6 kg/sqcm and class 3. Mtr 411.0 411.0 250.0 False None None False None False 102750.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726728406000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726728406000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726728406000 1 None None ELIGIBILITY Contractors should have civil contractor registration in BWSSB or KPWD/KUWSDB, etc None 1726728406000 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 1726728406000 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 1726728406000 1 None None ELIGIBILITY The Tenderer Should have a in the last 5 years period achieved in atleast two financial years an average turnover of not less than estimated cost of the respective works (Profit & loss account, Balance sheet certified/Audited by chartered accountant).i.e.,Rs.41.39Lakhs None 1726728406000 1 None None ELIGIBILITY The Tenderer should have satisfactorily completed one similar work to an extent of 50% of the cost of the respective works. i.e.,Rs.20.70 Lakhs None 1726728406000 1 None None ELIGIBILITY The Tenderer or his identified sub-contractor should possess valid license for executing water supply/sanitary engineering works and should have executed similar water supply/sanitary engineering works totaling Rs. 20.70 lakhs None 1726728406000 1 None None ELIGIBILITY Assessed available tender capacity is AxNx2.5-B should be greater than 41.39 lakhs None 1726728406000 1 None None ELIGIBILITY Annual Turnover Certificate along with balance sheet should be counter signed by Registered chartered accountant with UDIN No None 1726728406000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1726728406000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1726728406000 1 None None ELIGIBILITY Form of tender is mandatory to upload in KPPP portal. None 1726728406000 1 None None ELIGIBILITY AATC ( Bid Capacity) should be calculated and duly signed to be upload in KPPP Portal None 1726728406000 1 None None ELIGIBILITY Qualification information of section 3, clause 1.3A and 1.3 B is mandatory to upload None 1726728406000 1 None None ELIGIBILITY Amount put to tender is exclusive of GST & Rates quoted shall be exclusive of GST None 1726728406000 1 None None ELIGIBILITY All terms and conditions are as per bid document to be satisfied. None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate along with balance sheet should be counter signed by Registered chartered accountant with UDIN No True Technical Bid Contractors should have Civil Contractor registration in BWSSB or KPWD/KUWSDB etc True Technical Bid Form of tender is mandatory to upload in KPPP portal True Technical Bid AATC Bid capacity calculation duly signed True Technical Bid Works for which tenders already submitted upload in KPPP portal True Technical Bid Existing commitments on going Works upload in KPPP portal True Technical Bid ITR for a Minimum period of Two financial years upload in KPPP portal True Technical Bid Profit & Loss Statement certified by Chartered accountant for a minimum period of Two Years upload in KPPP portal True Technical Bid GST Registration Certificate True Technical Bid The Tenderer Should have a in the last 5 years period achieved in atleast two financial years an average turnover of not less than estimated cost of the respective works Profit & loss account, Balance sheet certified/Audited by chartered accountant.i.e.,Rs.41.39Lakhs True Technical Bid The Tenderer should have satisfactorily completed one similar work to an extent of 50 percentage of the cost of the respective works. i.e.,Rs.20.70 Lakhs True Technical Bid
tenderWorkLocationList
tenderAddress	None
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