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noticeInvitingTenderDTO	createdTs 1706941660627 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 28750.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 19-02-2024 16:30:00 tenderQueryClose 14-02-2024 16:30:00 technicalBidOpen None publishedDate 03-02-2024 17:24:02 publishedByPost TMC_CO_TRD publishedByUser KPE16653 - ANAND KESARAGOPPA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson S B Matali 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 9448232322 tenderSupplierList None
tenderSchedule	createdTs 1706941660659 version 4 createdDate None modifiedDate None tenderNumber DMA/2023-24/WS/WORK_INDENT13176 title Drilling of borewells and construction of cistern tanks providing of pump sets and laying of pipe line in the limit of TMC Terdal description Drilling of borewells and construction of cistern tanks, providing of pump sets and laying of pipe line in the limit of TMC Terdal category WORKS categoryText Works ecv 1150000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2221 locationName DMA Town Municipal Council Terdal provisionalAmount 1150000.0 groupOverheadTotal 178967.02 fileNumber DMA/2023-24/TDL/WS/M15/1
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706941661000 0 None None Water supply/sewage lines Drilling of Borewell and fixing of submersible pump set at ward no 16 near old police station 312307.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2413935 72289 None 001 Geophysical investigation at site for sinking borewells for Providing, drinking water to the habitation either through the Hand Pump MWS, or P.W.S.S, by vertical electrical sounding by adopting Venner or, Schlum bergers'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. etc. complete Page no.140, Item no.12.4 PWD WS&UGD SR 2023-24 Volume V Nos 5446.64 5446.64 1.0 False None None False None False 5446.64 0 2413936 72289 None 002 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 upto 20 m. 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 ) (Above 450m of drilling add 10% for every,50m depth) 0 To 50 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V Mtr 381.1 381.1 50.0 False None None False None False 19055.0 0 2413937 72289 None 003 Do Above item no 02 specification but borewell depth 50 To 100 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V Mtr 477.92 477.92 50.0 False None None False None False 23896.0 0 2413938 72289 None 004 Do Above item no 03 specification but borewell depth 100 To 150 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V Mtr 507.79 507.79 50.0 False None None False None False 25389.5 0 2413939 72289 None 005 Do Above item no 04 specification but borewell depth 150 To 200 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V Mtr 589.16 589.16 50.0 False None None False None False 29458.0 0 2413940 72289 None 006 Do Above item no 04 specification but borewell depth 200 To 210 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V Mtr 691.13 691.13 10.0 False None None False None False 6911.3 0 2413941 72289 None 007 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. Page no.143, Item no.12.32 PWD WS&UGD SR 2023-24 Volume V Mtr 1990.99 1990.99 7.0 False None None False None False 13936.93 0 2413942 72289 None 008 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 all amendments Page no.143, Item no.12.33 PWD WS&UGD SR 2023-24 Volume V Mtr 154.5 154.5 1.0 False None None False None False 154.5 0 2413943 72289 None 009 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). Thedimensions of caps and colars shall be strictly as per IS 1239 (Part-II)1982 with all amendments including cost of material and labour chargesfor fixing, if any etc. complete with all lead and lifts and as directed bythe Engineer in charge Page no.143, Item no.12.34 PWD WS&UGD SR 2023-24 Volume V No 168.92 168.92 1.0 False None None False None False 168.92 0 2413944 72289 None 010 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 Sqm Page no 151, I No13.22.4 Vol 5 SR 2023-24 Mtr 190.55 190.55 180.0 False None None False None False 34299.0 0 2413945 72289 None 011 HDPE Pipe 32 mm Dia (SR 2018-19-BGV-P.No 95 I.No-13.72) Mtr 284.43 284.43 540.0 False None None False None False 153592.2 0 1706941661000 0 None None Water supply/sewage lines Re drilling of borewell and laying of PVC pipeline and Construction of Cistern tank near mallikarjun temple and appu mangasuli shop in the limit of tmc terdal 254032.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2413946 72290 None 001 Cleaning of borewells including yield testing of borewell either using slow or fast rigs for not more than 2 hours at the final depth with a minimum working of 2 hours continuously with air compressor or suitable pump as per specification, including the cost of transportation charges, crew charges, cost of consumables etc. complete P. No 140 I No 12.5 vol 5 PWD 23-24 No 19530.86 19530.86 1.0 False None None False None False 19530.86 0 2413947 72290 None 002 Positioning of the rig for retrival of failed borewells, raising mast and aligning the hammer and drill rods moounded on the rotary head of the rig concentric with borewell of 140-149 mm dia. to be retrived (wherever further geo-physical investigation has revealed that the existing aquifer /aquifers have not been tapped to the full depth) including selection of the suitable bit for deepening etc. The cost is for the work of Each bore well. P. No 140 I No 12.3 vol 5 PWD 23-24 No 3302.18 3302.18 1.0 False None None False None False 3302.18 0 2413948 72290 None 003 Re-drilling of filled-up borewell, including yield test at final depth. P No 140 I No 12.6 Vol 5 PWD 23-24 Mtr 457.32 457.32 130.0 False None None False None False 59451.6 0 2413949 72290 None 004 Earth work excavation by manual means for drains, canals, waste weir, draft approach channels, key trenches, foundation of Buildings & bridges and suchsimillar 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 sidesneatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost oflabour, tools & other appurtenaces required to complete the work. P No 5,I.No-1.4 vol-1 PWD23-24 Cum 249.26 249.26 1.8 False None None False None False 448.668 0 2413950 72290 None 005 Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates P. No 15,I No 2.1.2 vol 1 PWD 23-24 Cum 5833.92 5833.92 0.34 False None None False None False 1983.5328 0 2413951 72290 None 006 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand ) P No 9 I No 5.2 Vol 2 PWD 23-24 Cum 6816.54 6816.54 2.03 False None None False None False 13837.5762 0 2413952 72290 None 007 Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers 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 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates P No 2.1.4 I No 2.1.4 PWD 23-24 Cum 6403.51 6403.51 0.34 False None None False None False 2177.1934 0 2413953 72290 None 008 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge P No 41, I No 8.3.1 vol 2 PWD 23-24 Sqm 364.42 364.42 3.6 False None None False None False 1311.912 0 2413954 72290 None 009 RCC hume pipe Circular pump house: Providing precast RCC CircularHume 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 etc. complete.P No 116 I No 10.6 vol 5 PWD 23-24 No 16893.03 16893.03 1.0 False None None False None False 16893.03 0 2413955 72290 None 010 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 P No 116 I No 10.7 Vol 5 No 1938.46 1938.46 1.0 False None None False None False 1938.46 0 2413956 72290 None 011 Providing and fixing GI 50mm dia chavi set consisting of 3nos 20mm bib cocks complete as per sample kept in the office premises including cost of transportation labour charges etc as per instruction of engineering in charges MR No 2884.0 2884.0 1.0 False None None False None False 2884.0 0 2413957 72290 None 012 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 P No 155 I No 13.28 Vol 5 Mtr 566.5 566.5 170.0 False None None False None False 96305.0 0 2413958 72290 None 013 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m PWD SR 2023-24 Volume 1 Page.No.8, It.No 1.6.1 Cum 498.52 498.52 28.8 False None None False None False 14357.376 0 2413959 72290 None 014 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: SR 2023 -24 P No 113 I No 10.1.4 Vol 5 Mtr 165.83 165.83 80.0 False None None False None False 13266.4 0 2413960 72290 None 015 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete. SR 2023-24 Vol-5 It. No.10.8.5 Pg. No.116 No 44.29 44.29 4.0 False None None False None False 177.16 0 2413961 72290 None 016 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 90 mm dia PVC Elbows SR 2023-24 Vol-5 It. No.10.9.5 Pg. No.117 No 104.03 104.03 4.0 False None None False None False 416.12 0 2413962 72290 None 017 Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 90 mm dia PVC BEND SR 2023-24 Vol-5 It. No.10.11.5 Pg. No.118 No 172.01 172.01 4.0 False None None False None False 688.04 0 2413963 72290 None 018 Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 63 mm dia PVC Tee SR 2023-24 Vol-5 It. No.10.10.5 Pg. No.117 No 79.31 79.31 4.0 False None None False None False 317.24 0 2413964 72290 None 019 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 SR 2023-24 Vol-1 It. No.1.10 Pg. No.7 Cum 164.8 164.8 28.8 False None None False None False 4746.24 0 1706941661000 0 None None Water supply/sewage lines Providing rising main line air valve at jack well at limit of TMC Terdal 404692.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2413965 72291 None 001 Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.For PN 10.0 etc. complete For TP Air Valves of 100mm dia. Each 38191.37 38191.37 7.0 False None None False None False 267339.59 0 2413966 72291 None 002 Providing and fixing of ductile iron double flanged swing check valves with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seat faces with nickel overlay micro - finished/ Integral seat with body and disc in Ductile Iron in GGG 40/50 shaft of stainless steel and bearings of zinc free bronze and surface protection with epoxy liquid of GSK quality etc complete For PN 10.0 100mm dia Each 17624.33 17624.33 7.0 False None None False None False 123370.31 0 2413967 72291 None 003 Providing 50mm dia heavy class 100 mm dia CI flange and socket tail pieces confirming IS 1538 [Part-I to xxii] 1978 with latest amendments if any cast of all, materials, labor charges etc No 997.5 997.5 7.0 False None None False None False 6982.5 0 2413968 72291 None 004 Cutting and rewinding of M.S Pipes for fixing of valves by engaging welding machine, labors etc No 1000.0 1000.0 7.0 False None None False None False 7000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706941662000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706941662000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706941662000 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 1706941662000 0 None None ELIGIBILITY Department Registration Details None 1706941662000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1706941662000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1706941662000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1706941662000 0 None None ELIGIBILITY Banker Details None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Similar nature of work done certificate achieved at least 50 Percent of Estimated cost True Technical Bid The bidder should obtained the site visit letter from employer before submitting the tender for avoiding the site disputes during the execution of work True Technical Bid Eligible Registered PWD Contractor Registration Certificate True Technical Bid Bidder should attach last five yeas Annual Turnover Certificate True Technical Bid The bidder should obtain the site visit letter from the employer before submitting the tender to avoid the site disputes during the execution of work True Technical Bid
tenderWorkLocationList
tenderAddress	None
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