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noticeInvitingTenderDTO	createdTs 1721647562673 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 10000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-08-2024 17:00:00 tenderQueryClose 03-08-2024 17:00:00 technicalBidOpen None publishedDate 22-07-2024 17:15:36 publishedByPost CMC_MCOM_HSPT publishedByUser KPE10211 - MANOHARA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Municipal commissioner 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 9663199094 tenderSupplierList None
tenderSchedule	createdTs 1721647562703 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT22790 title Drilling of Borewell and fixing of motor, Construction of cistern tank and Pipeline work near Kanchagarapet Eshwar temple and Kalamma temple in ward no 24 of Hospet Limit. description Drilling of Borewell and fixing of motor, Construction of cistern tank and Pipeline work near Kanchagarapet Eshwar temple and Kalamma temple in ward no 24 of Hospet Limit. category WORKS categoryText Works ecv 400000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2475 locationName DMA City Municipal Council Hosapete provisionalAmount 400000.0 groupOverheadTotal 68679.72 fileNumber cmc/hpt/mf/2024-25/01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721647563000 0 None None Water supply/sewage lines Drilling of Borewell and fixing of motor, Construction of cistern tank and Pipeline work near Kanchagarapet Eshwar temple and Kalamma temple in ward no 24 of Hospet Limit. 331320.28 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3580741 130229 None code01 Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump MWS or PWSS by vertical electrical sounding by adopting venner or Schlumbergers method including reconnaissance survey of Geoological formation Geophysical investigation of exisiting ground water in the vicinity indicating the location of site recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site engaging technical personnel and labour required etc. Each 5398.05 5398.05 1.0 False None None False None False 5398.05 0 3580742 130229 None code02 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG above 1100 CMF above in all strata including over burdern. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc complete 0 to 50 Mtr depth Mtr 259.35 259.35 50.0 False None None False None False 12967.5 0 3580743 130229 None code03 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG above 1100 CMF above in all strata including over burdern. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc complete 50 to 100 Mtr depth Mtr 324.45 324.45 50.0 False None None False None False 16222.5 0 3580744 130229 None code04 Cost of 200 mm dia PVC Casing pipe Mtr 628.95 628.95 18.0 False None None False None False 11321.1 0 3580745 130229 None code05 Supply of Bore cap No 172.2 172.2 1.0 False None None False None False 172.2 0 3580746 130229 None code06 Supply of GI clamp set No 300.0 300.0 1.0 False None None False None False 300.0 0 3580747 130229 None code07 Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 2.00 HP/1.5KW 16 STG No 21375.9 21375.9 2.0 False None None False None False 42751.8 0 3580748 130229 None code08 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. 1x3x2.5 Sqm. Mtr 102.9 102.9 100.0 False None None False None False 10290.0 0 3580749 130229 None code09 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Mtr 141.75 141.75 40.0 False None None False None False 5670.0 0 3580750 130229 None code10 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Each 3937.5 3937.5 4.0 False None None False None False 15750.0 0 3580751 130229 None code11 Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING1 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 type DOLDirect Online Starter Upto 6 HP pumps Each 9975.0 9975.0 2.0 False None None False None False 19950.0 0 3580752 130229 None code12 Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE Mtr 417.9 417.9 80.0 False None None False None False 33432.0 0 3580753 130229 None code13 Supplying laying jointing testing andcommissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testingClass-C HEAVY 20 mm dia GI PIPETap Mtr 219.45 219.45 20.0 False None None False None False 4389.0 0 3580754 130229 None code14 Providing wrought mild steel galvanized 15 mm dia GI collar confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI collar Each 177.45 177.45 14.0 False None None False None False 2484.3 0 3580755 130229 None code15 Supply and delivery at site wrought middle steel galvanized GI bend confirming to IS 1239-II 1991 with latest amendments if any For 40 mm dia GI BEND Each 229.95 229.95 4.0 False None None False None False 919.8 0 3580756 130229 None code16 Supply and delivery at site wrought middle steel (galvanized) GI Socket confirming to IS 1239-II, 1991 with latest amendments if any.. For 40 mm dia GI Socket Each 190.05 190.05 3.0 False None None False None False 570.15 0 3580757 130229 None code17 Supply and delivery at site wrought middle steel galvanized GI Union confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI Union Each 157.5 157.5 3.0 False None None False None False 472.5 0 3580758 130229 None code18 Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. Each 203.7 203.7 4.0 False None None False None False 814.8 0 3580759 130229 None code19 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 40 mm No 1338.75 1338.75 2.0 False None None False None False 2677.5 0 3580760 130229 None code20 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. Cum 998.55 998.55 2.25 False None None False None False 2246.7375 0 3580761 130229 None code21 Earth work excavation for pipelines/cables by Manual means upto 600mm 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 493.5 493.5 54.0 False None None False None False 26649.0 0 3580762 130229 None code22 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. HDPE Grade -PE80 conforming to IS 4984- 1995 PN 6.0 / 6 Kg/cm2 90 mm dia. Mtr 150.15 150.15 200.0 False None None False None False 30030.0 0 3580763 130229 None code23 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. Cum 128.1 128.1 54.0 False None None False None False 6917.4 0 3580764 130229 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 4.0 False None None False None False 1856.4 0 3580765 130229 None code25 90 MM ELECTRO FUSION TEE Each 120.0 120.0 9.0 False None None False None False 1080.0 0 3580766 130229 None code26 90 MM ELECTRO FUSION COUPLER Each 80.0 80.0 10.0 False None None False None False 800.0 0 3580767 130229 None code27 90 MM ELECTRO FUSION ELBOW Each 475.65 475.65 8.0 False None None False None False 3805.2 0 3580768 130229 None code28 Solvent cement Each 275.0 275.0 3.0 False None None False None False 825.0 0 3580769 130229 None code29 20 mm Nipple Each 65.0 65.0 20.0 False None None False None False 1300.0 0 3580770 130229 None code30 Brass bib cock Each 296.61 296.61 20.0 False None None False None False 5932.2 0 3580771 130229 None code31 Supply of GI Bend 20 mm Dia Each 80.0 80.0 20.0 False None None False None False 1600.0 0 3580772 130229 None code32 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 318.15 318.15 2.7 False None None False None False 859.005 0 3580773 130229 None code33 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 2.1.1 Mix 1:5:10 Using 40 mm Cum 5632.2 5632.2 1.35 False None None False None False 7603.47 0 3580774 130229 None code34 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 6854.1 6854.1 1.8 False None None False None False 12337.38 0 3580775 130229 None code35 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5065.2 5065.2 3.2625 False None None False None False 16525.215 0 3580776 130229 None code36 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry 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 399.0 399.0 10.05 False None None False None False 4009.95 0 3580777 130229 None code37 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar Cum 828.45 828.45 1.44 False None None False None False 1192.968 0 3580778 130229 None code38 RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm Each 17221.05 17221.05 1.0 False None None False None False 17221.05 0 3580779 130229 None code39 Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. Each 1976.1 1976.1 1.0 False None None False None False 1976.1 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721647564000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721647564000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721647564000 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 1721647564000 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 1721647564000 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 1721647564000 0 None None ELIGIBILITY Department Registration Details None 1721647564000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1721647564000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1721647564000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1721647564000 0 None None ELIGIBILITY Banker Details None 1721647590000 0 None None ELIGIBILITY The competent authority reserves the right to accept or reject any or all the tenders without assigning any reasons. None 1721647604000 0 None None ELIGIBILITY Contractor should execute the project with least impact to the environment especially during earthwork, etc. None 1721647619000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1721647631000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing works and other similar structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost None 1721647645000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work None 1721647659000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected None 1721647673000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing e- Procurement Portal None 1721647692000 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
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Tenderer in his name should have in the last five years i.e., 2018-19 to 2022-23, achieved in at least two financial years a minimum financial turnover in all classes of Civil engineering works only not less than two times the cost of the work. True Technical Bid PWD Civil Registration Certificate True Technical Bid EPF Certificate and Clearance True Technical Bid Mandatory Satisfactory completion as a prime contractor for at least 1 similar nature of work 50 of total cost of works. Attested by Executive Engineer True Technical Bid GST and PAN True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None