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noticeInvitingTenderDTO	createdTs 1723981019642 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 17500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 04-09-2024 16:25:00 tenderQueryClose 03-09-2024 16:20:00 technicalBidOpen None publishedDate 21-08-2024 18:57:20 publishedByPost DMA_EE6_CC_MYS publishedByUser KPE13419 - B NAGARAJ bidValidityPeriod 90 noOfCalls 3 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Manjunath B splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9480382135 tenderSupplierList None
tenderSchedule	createdTs 1723981019644 version 19 createdDate None modifiedDate None tenderNumber DMA/2023-24/WS/WORK_INDENT12240/CALL-3 title Sinking of 165 MM dia borewell for providing water supply facility, erection of 5 HP submersible motor with pumpset, construction of plat form, fixing of electrical equipments and electrification and providing and laying pipeline at Mohammed saif block and sattar sait block, ward no.27, Mysuru description Sinking of 165 MM dia borewell for providing water supply facility, erection of 5 HP submersible motor with pumpset, construction of plat form, fixing of electrical equipments and electrification and providing and laying pipeline at Mohammed saif block and sattar sait block, ward no.27, Mysuru category WORKS categoryText Works ecv 592915.12 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2163 locationName DMA City Corporation Mysuru provisionalAmount 700000.0 groupOverheadTotal None fileNumber MCCEEWSUGDE20107012024
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723981020000 1 None None Water supply/sewage lines Sinking of 165 MM dia borewell for providing water supply facility, erection of 5 HP submersible motor with pumpset, construction of plat form, fixing of electrical equipments and electrification and providing and laying pipeline at Mohammed saif block and sattar sait block, ward no.27, Mysuru 592915.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3802377 144296 None code01 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. Mtr 5141.0 5141.0 2.0 False None None False None False 10282.0 0 3802378 144296 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 includingover burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation ofrig 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 ) Borewell depth of 0 to 50 m Mtr 290.0 290.0 100.0 False None None False None False 29000.0 0 3802379 144296 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 includingover burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation ofrig 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 ) Borewell depth of 50 to 100 m Mtr 364.0 364.0 100.0 False None None False None False 36400.0 0 3802380 144296 None code04 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation ofrig 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 ) Borewell depth of 100 to 150 m Mtr 387.0 387.0 100.0 False None None False None False 38700.0 0 3802381 144296 None code05 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation ofrig 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 ) Borewell depth of 150 to 200 m Mtr 449.0 449.0 40.0 False None None False None False 17960.0 0 3802382 144296 None code06 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. Mtr 1933.0 1933.0 50.0 False None None False None False 96650.0 0 3802383 144296 None code07 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with allamendments. Each 150.0 150.0 10.0 False None None False None False 1500.0 0 3802384 144296 None code08 Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge No 164.0 164.0 2.0 False None None False None False 328.0 0 3802385 144296 None code09 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. 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00” No 35950.0 35950.0 2.0 False None None False None False 71900.0 0 3802386 144296 None code10 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: Heavy Duty GI pipe of 50mm dia Mtr 546.0 546.0 144.0 False None None False None False 78624.0 0 3802387 144296 None code11 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 m2 Mtr 98.0 98.0 160.0 False None None False None False 15680.0 0 3802388 144296 None code12 Cutting and threading G.I. pipes for pump fitting, public fountains with appurtenances., where the length of pipe laid is less than 6 metres Pipes of dia 32mm to 80mm Nos 268.0 268.0 12.0 False None None False None False 3216.0 0 3802389 144296 None code13 Supplying and erecting of 50 mm dia MS clamp with bolts and nuts Nos 800.0 800.0 4.0 False None None False None False 3200.0 0 3802390 144296 None code14 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 50 mm Nos 1275.0 1275.0 2.0 False None None False None False 2550.0 0 3802391 144296 None code15 Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any. For 50 mm dia GI Union Nos 219.0 219.0 2.0 False None None False None False 438.0 0 3802392 144296 None code16 Supply and delivery at site wrought middle steel (galvanized) GI plugs confirming to IS 1239-II, 1991 with latest amendments if any. For 50 mm dia GI Plugs Nos 163.0 163.0 2.0 False None None False None False 326.0 0 3802393 144296 None code17 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 615.0 615.0 2.0 False None None False None False 1230.0 0 3802394 144296 None code18 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Cum 240.45 240.45 0.68 False None None False None False 163.506 0 3802395 144296 None code19 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 20 mm nominal size graded crushed coarse aggregates Cum 6844.53 6844.53 0.14 False None None False None False 958.2342 0 3802396 144296 None code20 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 7387.8 7387.8 1.02 False None None False None False 7535.556 0 3802397 144296 None code21 Providing Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement :3 coarse sand), finished with a floating coat of neat cement.18mm thick Sqm 443.1 443.1 7.26 False None None False None False 3216.906 0 3802398 144296 None code22 Supply and fixing iron frame work fabricated out of MS angle iron and MS flat with bolt and nuts washers etc and painted with two coat of red oxide and the two coats of appprovd paint No 240.0 240.0 4.0 False None None False None False 960.0 0 3802399 144296 None code23 Fabricating Supplying and mounting MS box made out SWG suitable for floor/wall mounting, fully weather proof with provision for better heat dispension, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 tanks treatment with powder coated paint and finally finished with approved colour etc., Sq CM 0.35 0.35 50000.0 False None None False None False 17500.0 0 3802400 144296 None code24 Supplying and fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers etc., complete., 63 Amps No 227.0 227.0 6.0 False None None False None False 1362.0 0 3802401 144296 None code25 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing aterials and C type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10 K and complete wiring as requried. 50 : 63 Amps TPN No 2397.0 2397.0 2.0 False None None False None False 4794.0 0 3802402 144296 None code26 Supplying, fixing and wiring Earth Leakage Miniature circuit breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board. 50 : 32 : 40 Amps 4 pole No 2800.0 2800.0 2.0 False None None False None False 5600.0 0 3802403 144296 None code27 Supplying, fixing and wiring heavy duty low voltage capacitors confirming to IS 2834, 3 phase, 400/440 volts grade, for power factor improvement of rotating machinery.Cost per KVAR Kvar 400.0 400.0 4.0 False None None False None False 1600.0 0 3802404 144296 None code28 Supplying fully automatic star-delta starter unit push button type with suitable wires 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the wooden board for motor. upto 12.5 HP Each 6400.0 6400.0 2.0 False None None False None False 12800.0 0 3802405 144296 None code29 Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motor upto 20 HP capacities. Each 745.0 745.0 2.0 False None None False None False 1490.0 0 3802406 144296 None code30 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc., using 40mm dia 2.9mm thick 2.5 mtr. Long GI Pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm alround with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 4150.0 4150.0 4.0 False None None False None False 16600.0 0 3802407 144296 None code31 Digging of trench of 0.6 M.deep x 0.5 meter wide refilling the trench to the required ground level and consolidating etc., complete. In soil. Mtr 102.0 102.0 52.0 False None None False None False 5304.0 0 3802408 144296 None code32 Providing and laying in position 100 mm dia stoneware pipe in existing trench Mtr 215.0 215.0 52.0 False None None False None False 11180.0 0 3802409 144296 None code33 Supplying of 1.1 KV LT UG Cable XLPE or heat resistant PVC Insulated, PVC extruded, inner sheath armoured, UG LT cable as per IS - 1554 (part-1) or IS - 7098 part-1, Armouring strip thickness in average + 5% and resistivity 14 Ohms/kms (max) as per IS-3975 Mtr 130.0 130.0 60.0 False None None False None False 7800.0 0 3802410 144296 None code34 Labour charges for Laying of 1.1 KV class UG cable in existing trench GI pipe/ store ware pipe, on wall/ on pole as required.6 sqmm to 16 sqmm. Mtr 11.88 11.88 60.0 False None None False None False 712.8 0 3802411 144296 None code35 Providing and filling sand in excavated trench to cover already laid UG to a depth of 150 mm all-round the cable Mtr 100.0 100.0 36.0 False None None False None False 3600.0 0 3802412 144296 None code36 Supplying and fixing of class A (medium duty) GI Pipe of wall thickness not less than 3.25 mm on pole/wall/drain crossing with necessary clamping arrangements for U cable of 1.1 KV class. 40mm. Mtr 335.0 335.0 30.0 False None None False None False 10050.0 0 3802413 144296 None code37 Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/ insulating compound complete with terminals, clamps, bolts,nuts and washers etc., 16 sqmm No 270.0 270.0 2.0 False None None False None False 540.0 0 3802414 144296 None code38 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter. Each 4745.0 4745.0 2.0 False None None False None False 9490.0 0 3802415 144296 None code39 Arranging the power supply from CESCOM and payment of 2 MMD charges towards CESCOM for power sanction. Each 7513.39 7513.39 2.0 False None None False None False 15026.78 0 3802416 144296 None code40 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. Cum 935.55 935.55 1.8 False None None False None False 1683.99 0 3802417 144296 None code41 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Macadam Road Cum 856.8 856.8 1.8 False None None False None False 1542.24 0 3802418 144296 None code42 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 493.5 493.5 36.72 False None None False None False 18121.32 0 3802419 144296 None code43 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. HDPE 90 mm dia Grade PE80-PN8.0. Mtr 296.1 296.1 68.0 False None None False None False 20134.8 0 3802420 144296 None code44 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 40.32 False None None False None False 5164.992 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723981020000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723981020000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723981020000 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 1723981020000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1723981020000 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 1723981020000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1723981020000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of the tender and the employer will in no case be responsible and liable for those costs. None 1723981020000 0 None None ELIGIBILITY The cost of the Tender Processing fee shall not be refundable None 1723981020000 0 None None ELIGIBILITY The authority reserves the rights to Reject or accept any or all the tenders without assigning any reasons None 1723981020000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the respective Standard Tender documents (uploaded) None 1723981020000 0 None None ELIGIBILITY The EMD will be released only after the Work Order None 1723981020000 1 None None ELIGIBILITY Tenderer in his name should have in the last five years i.e. (2019-20 to 2023-24), Achieved in at least two financial years an annual financial turnover (in all classes of civil engineering construction works only) 100% of Estimate cost. None 1723981020000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit at the time of Agreement, in the name of the Executive Engineer, Ws & UGD East Division, MCC, Mysore for an amount equivalent to 5% of the Contract price plus additional security for the difference cost (below Estimate Cost) in accordance with the Conditions of Contract. None 1723981020000 0 None None ELIGIBILITY Any dispute regarding this tender appeal should be submitted through e procurement portal None 1723981020000 0 None None ELIGIBILITY Any changes/modifications if any will be notified/ updated through e-procurement only. None 1723981020000 0 None None ELIGIBILITY As per PWD Code 251. Jurisdiction: Contractors registered under Class I and II may tender for works anywhere in the state. Contractors registered under Class III may tender for works within the districts of the Public Works Department circles where in they are registered. Contractors registered under Class IV may tender for works within the district or within the division whichever is applicable, where they are registered. These registrations are valid for all works undertaken by all the Government departments, Government undertakings in the respective jurisdictions. No separate registration is required in other Government departments and Government undertakings. This registration procedure is based on the single window concept. None 1723981020000 0 None None ELIGIBILITY Payment for the work is done under Mysore City Corporation grant. Bidder should accept the payment procedures as prescribed time to time by the Mysore City Corporation. None 1723981020000 0 None None ELIGIBILITY This bid is exclusive of taxes, GST will be paid separately None 1723981159000 0 None None ELIGIBILITY Technical evaluation will be done as per latest KTPP act. None
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tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN True Technical Bid PWD Registration Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	None
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