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noticeInvitingTenderDTO	createdTs 1710250751546 version 14 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 13850.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-03-2024 17:30:00 tenderQueryClose 15-03-2024 17:30:00 technicalBidOpen 25-03-2024 17:30:00 publishedDate 12-03-2024 19:21:24 publishedByPost DMA_EE1_CC_BLR publishedByUser KPE16049 - T A MANJUNATHA bidValidityPeriod 90 noOfCalls 4 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Mahadev Katte 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 9620037369 tenderSupplierList None
tenderSchedule	createdTs 1710250751549 version 39 createdDate None modifiedDate None tenderNumber DMA/2023-24/WS/WORK_INDENT1161/CALL-4 title Package-3 Drilling of Borewell and Construction of Cistern Tank in ST Area, Ward No. 27, 28 in Ballari City description Package-3 Drilling of Borewell and Construction of Cistern Tank in ST Area, Ward No. 27, 28 in Ballari City category WORKS categoryText Works ecv 467286.93 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2154 locationName DMA City Corporation Ballari provisionalAmount 554000.0 groupOverheadTotal 0.0 fileNumber CCB/ENG/GEN/TSP/2020-21(2023-24)
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710250752000 0 None None Water supply/sewage lines Drilling of Borewell and Construction of Cistern Tank in ST Area, Ward No. 27, 28 in Ballari City 467286.93 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3015657 100774 None codeO040A 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 orSchlumbergers’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. Vol-5 SR 2021-22, Item no: 4, SOR Code:O040A, P.No.151&152 Each 5398.05 5398.05 1.0 False None None False None False 5398.05 0 3015658 100774 None codeO020A Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: Vol-5 SR 2021-22 I.No.2.1 & 2.2, SOR Code : O020A & O020B, P.No: 151 (a) 0.00 to 50.00 Mtrs (item no: O020A) MT 316.05 316.05 50.0 False None None False None False 15802.5 0 3015659 100774 None codeO020B Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: Vol-5 SR 2021-22 I.No.2.1 & 2.2, SOR Code : O020A & O020B, P.No: 151 (b) 50.00 to 100.00 Mtrs (item no: O020B) MT 395.85 395.85 15.0 False None None False None False 5937.75 0 3015660 100774 None code1172 PVC pipe - OD 140mm and 6 Kg/sqcm Vol-5 SR 2021-22, Sl.no 1172, item MAT code.3714, for casing MT 417.9 417.9 18.0 False None None False None False 7522.2 0 3015661 100774 None codeP060C 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. 1HP /.75KW, 12STG, Vol-5 SR 2021-22, CHAPTER - 15, item No.6.3, SOR Code : P060C, P.No.158 Each 15382.5 15382.5 1.0 False None None False None False 15382.5 0 3015662 100774 None code2.6.2 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-694:2010. PWD Electrical SR 2021-22, Vol-6, It.No 2.6.2, P.No.4 Sqm 113.0 113.0 65.0 False None None False None False 7345.0 0 3015663 100774 None codeP470A Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments. Vol-5 SR 2021-22, CHAPTER - 15, item No.49.1, SOR Code : P470A, P.No.165, Upto 7.5 HP centrifugal pump Each 9975.0 9975.0 1.0 False None None False None False 9975.0 0 3015664 100774 None codeP380A Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. Vol-5 SR 2021-22, CHAPTER - 15, item No.40, SOR Code : P380A, P.No.163, Upto 7.5 HP centrifugal pump Job 1417.5 1417.5 1.0 False None None False None False 1417.5 0 3015665 100774 None codeP290A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.31, SOR Code : P290A, P.No.162 Kvar 577.5 577.5 1.0 False None None False None False 577.5 0 3015666 100774 None codeP300A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.32, SOR Code : P300A, P.No.162 Per 3 Poles 1312.5 1312.5 1.0 False None None False None False 1312.5 0 3015667 100774 None codeP400A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.42, SOR Code : P400A, P.No.163 MT 141.75 141.75 40.0 False None None False None False 5670.0 0 3015668 100774 None codeK010A 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. For Grade PE80 PN6.0 : Vol-5 SR 2021-22, It.No.1.1, K010A, P.No.121 MT 195.2 195.2 65.0 False None None False None False 12688.0 0 3015669 100774 None code1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. Common SR 2021-22, I.No.1.17.1, P.No.10, All kinds of soils. Depth upto 1.50m Cum 203.7 203.7 15.8625 False None None False None False 3231.19125 0 3015670 100774 None code2.1.2 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) Common SR 2021-22, It.No.2.1.2, P.No.15, Mix 1:4:8 (M5) Using 40 mm and down size graded crushed coarse aggregates. Cum 5466.3 5466.3 0.375 False None None False None False 2049.8625 0 3015671 100774 None code2.1.2 Appendix I ,Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2021-22, Sl. No.2, P.No.115 - FOR PCC Cum 273.32 273.32 0.375 False None None False None False 102.495 0 3015672 100774 None code5.1.1 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), Building SR 2021-22, It.No.5.1.1, P.No.9 As per issue rate 07-07-2022 Cum 4987.5 4987.5 1.4625 False None None False None False 7294.21875 0 3015673 100774 None code5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Building SR 2021-22, It.No.5.4, P.No.9,As per issue rate 07-07-2022 Cum 5619.6 5619.6 1.35 False None None False None False 7586.46 0 3015674 100774 None code2.1.4 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). Common SR 2021-22, It.No.2.1.4, P.No.15, Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates. Cum 6014.4 6014.4 0.3375 False None None False None False 2029.86 0 3015675 100774 None code2.1.4 Appendix I ,Additionalities for Formwork, Centering and Scaffolding. Vol-1 SR 2021-22, Sl. No.2, P.No.115-FOR PCC Cum 300.72 300.72 0.3375 False None None False None False 101.493 0 3015676 100774 None codeP250A Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments. Vol-5 SR 2021-22, CHAPTER - 15, item No.27.1, SOR Code : P250A, P.No.162, Size 50 mm Each 1312.5 1312.5 1.0 False None None False None False 1312.5 0 3015677 100774 None codeM070A 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. Vol-5 SR 2021-22, CHAPTER - 12, item No.5.2, SOR Code : M070A, P.No.136 Each 17221.05 17221.05 1.0 False None None False None False 17221.05 0 3015678 100774 None codeM080A 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.. Vol-5 SR 2021-22, CHAPTER - 12, item No.5.3, SOR Code : M080A, P.No.136 Each 1976.1 1976.1 1.0 False None None False None False 1976.1 0 3015679 100774 None codeM010D Supplying 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. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3, Vol-5 SR 2021-22, CHAPTER - 12, item No.1.4, SOR Code : M010D, P.No.134 MT 149.4 149.4 25.0 False None None False None False 3735.0 0 3015680 100774 None code1.1 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. Vol-1 SR 2021-22, item No.1.10, P.No.7 Cum 128.1 128.1 13.5 False None None False None False 1729.35 0 3015681 100774 None codeP360A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.38, SOR Code : P360A, P.No.163 Job 6457.5 6457.5 1.0 False None None False None False 6457.5 0 3015682 100774 None codeP430A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.45, SOR Code : P430A, P.No.164 Job 3937.5 3937.5 1.0 False None None False None False 3937.5 0 3015683 100774 None code26 Bib cock 25mm nominal bore-NP. RWS SR 2019-20, Sl.No.26, No 186.44 186.44 16.0 False None None False None False 2983.04 0 3015684 100774 None code1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. Common SR 2021-22, I.No.1.17.1, P.No.10, All kinds of soils. Depth upto 1.50m Cum 203.7 203.7 16.2 False None None False None False 3299.94 0 3015685 100774 None codeN020C 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:. Vol-5 SR 2021-22, Chapter-13, It.No.3.2, N020c, P.No.142 Heavy Duty GI pipe of 40mm dia MT 468.05 468.05 120.0 False None None False None False 56166.0 0 3015686 100774 None codeN020C 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:. Vol-5 SR 2021-22, Chapter-13, It.No.3.2, N020c, P.No.142 Heavy Duty GI pipe of 20mm dia MT 245.78 245.78 3.6 False None None False None False 884.808 0 3015687 100774 None code1.1 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. Vol-1 SR 2021-22, item No.1.10, P.No.7 Cum 128.1 128.1 16.2 False None None False None False 2075.22 0 3015688 100774 None codeN090B Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR 2021-22, item No.6.2, SOR Code : N090B, P.No.143, For 40 mm dia GI collar: Each 177.45 177.45 1.0 False None None False None False 177.45 0 3015689 100774 None codeN100B Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: Vol-5 SR 2021-22, item No.7.2, SOR Code : N100B, P.No.143, For 20 mm dia GI elbow Each 85.05 85.05 2.0 False None None False None False 170.1 0 3015690 100774 None codeN220AF Providing GM gland cocks tested against hydraulic pressure of 20 Kg/m² with ISI mark. N220AF20 mm dia GM gland cocks. Vol-5 SR 2021-22, item No.8.2, SOR Code : N220AF, P.No.144, For 20 mm dia Gland cocks Each 439.95 439.95 2.0 False None None False None False 879.9 0 3015691 100774 None codeN120E Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR 2021-22, item No.9.2, SOR Code : N120E, P.No.144, For 40 mm dia GI TEE Each 163.8 163.8 2.0 False None None False None False 327.6 0 3015692 100774 None code16.2 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standardtested 1 HP with IS mark. Vol-5 SR 2021-22, item No.16.2, SOR Code : N180B, P.No.145, For 20 mm dia GM (Copper alloy) Gate valves Each 932.4 932.4 16.0 False None None False None False 14918.4 0 3015693 100774 None code01 Gescom Deposit Charges. Each 5000.0 5000.0 1.0 False None None False None False 5000.0 0 3015694 100774 None codeO040A 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 orSchlumbergers’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. Vol-5 SR 2021-22, Item no: 4, SOR Code:O040A, P.No.151&152 Each 5398.05 5398.05 1.0 False None None False None False 5398.05 0 3015695 100774 None codeO020A Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: Vol-5 SR 2021-22 I.No.2.1 & 2.2, SOR Code : O020A & O020B, P.No: 151 (a) 0.00 to 50.00 Mtrs (item no: O020A) MT 316.05 316.05 50.0 False None None False None False 15802.5 0 3015696 100774 None codeO020B Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: Vol-5 SR 2021-22 I.No.2.1 & 2.2, SOR Code : O020A & O020B, P.No: 151 (b) 50.00 to 100.00 Mtrs (item no: O020B) MT 395.85 395.85 20.0 False None None False None False 7917.0 0 3015697 100774 None code1172 PVC pipe - OD 140mm and 6 Kg/sqcm Vol-5 SR 2021-22, Sl.no 1172, item MAT code.3714, for casing MT 417.9 417.9 20.0 False None None False None False 8358.0 0 3015698 100774 None codeP060C 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. 1HP /.75KW, 12STG, Vol-5 SR 2021-22, CHAPTER - 15, item No.6.3, SOR Code : P060C, P.No.158 Each 15382.5 15382.5 1.0 False None None False None False 15382.5 0 3015699 100774 None code2.6.2 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-694:2010. PWD Electrical SR 2021-22, Vol-6, It.No 2.6.2, P.No.4 Sqm 113.0 113.0 120.0 False None None False None False 13560.0 0 3015700 100774 None codeP470A Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments. Vol-5 SR 2021-22, CHAPTER - 15, item No.49.1, SOR Code : P470A, P.No.165, Upto 7.5 HP centrifugal pump Each 9975.0 9975.0 1.0 False None None False None False 9975.0 0 3015701 100774 None codeP380A Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. Vol-5 SR 2021-22, CHAPTER - 15, item No.40, SOR Code : P380A, P.No.163, Upto 7.5 HP centrifugal pump Job 1417.5 1417.5 1.0 False None None False None False 1417.5 0 3015702 100774 None codeP290A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.31, SOR Code : P290A, P.No.162 Kvar 577.5 577.5 1.0 False None None False None False 577.5 0 3015703 100774 None codeP300A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.32, SOR Code : P300A, P.No.162 Per 3 Poles 1312.5 1312.5 1.0 False None None False None False 1312.5 0 3015704 100774 None codeP400A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.42, SOR Code : P400A, P.No.163 MT 141.75 141.75 30.0 False None None False None False 4252.5 0 3015705 100774 None codeK010A 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. For Grade PE80 PN6.0 : Vol-5 SR 2021-22, It.No.1.1, K010A, P.No.121 MT 195.2 195.2 100.0 False None None False None False 19520.0 0 3015706 100774 None code1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. Common SR 2021-22, I.No.1.17.1, P.No.10, All kinds of soils. Depth upto 1.50m Cum 203.7 203.7 13.1625 False None None False None False 2681.20125 0 3015707 100774 None code2.1.2 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) Common SR 2021-22, It.No.2.1.2, P.No.15, Mix 1:4:8 (M5) Using 40 mm and down size graded crushed coarse aggregates. Cum 5466.3 5466.3 0.375 False None None False None False 2049.8625 0 3015708 100774 None code2.1.2 Appendix I Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2021-22, Sl. No.2, P.No.115 - FOR PCC Cum 273.32 273.32 0.375 False None None False None False 102.495 0 3015709 100774 None code5.1.1 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), Building SR 2021-22, It.No.5.1.1, P.No.9 As per issue rate 07-07-2022 Cum 4987.5 4987.5 1.4625 False None None False None False 7294.21875 0 3015710 100774 None code5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Building SR 2021-22, It.No.5.4, P.No.9,As per issue rate 07-07-2022 Cum 5619.6 5619.6 1.35 False None None False None False 7586.46 0 3015711 100774 None code2.1.4 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). Common SR 2021-22, It.No.2.1.4, P.No.15, Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates. Cum 6014.4 6014.4 0.5063 False None None False None False 3045.09072 0 3015712 100774 None code2.1.4 Appendix I Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2021-22, Sl. No.2, P.No.115 - FOR PCC Cum 300.72 300.72 0.5063 False None None False None False 152.254536 0 3015713 100774 None codeP250A Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments. Vol-5 SR 2021-22, CHAPTER - 15, item No.27.1, SOR Code : P250A, P.No.162, Size 50 mm Each 1312.5 1312.5 1.0 False None None False None False 1312.5 0 3015714 100774 None codeM070A 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. Vol-5 SR 2021-22, CHAPTER - 12, item No.5.2, SOR Code : M070A, P.No.136 Each 17221.05 17221.05 1.0 False None None False None False 17221.05 0 3015715 100774 None codeM080A 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.. Vol-5 SR 2021-22, CHAPTER - 12, item No.5.3, SOR Code : M080A, P.No.136 Each 1976.1 1976.1 1.0 False None None False None False 1976.1 0 3015716 100774 None codeM010D Supplying 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. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3, Vol-5 SR 2021-22, CHAPTER - 12, item No.1.4, SOR Code : M010D, P.No.134 MT 149.4 149.4 20.0 False None None False None False 2988.0 0 3015717 100774 None code1.1 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. Vol-1 SR 2021-22, item No.1.10, P.No.7 Cum 128.1 128.1 10.8 False None None False None False 1383.48 0 3015718 100774 None codeP360A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.38, SOR Code : P360A, P.No.163 Job 6457.5 6457.5 1.0 False None None False None False 6457.5 0 3015719 100774 None codeP430A 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. Vol-5 SR 2021-22, CHAPTER - 15, item No.45, SOR Code : P430A, P.No.164 Job 3937.5 3937.5 1.0 False None None False None False 3937.5 0 3015720 100774 None code26 Bib cock 25mm nominal bore-NP. RWS SR 2019-20, Sl.No.26, No 186.44 186.44 4.0 False None None False None False 745.76 0 3015721 100774 None codeN020C 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:. Vol-5 SR 2021-22, Chapter-13, It.No.3.2, N020c, P.No.142 Heavy Duty GI pipe of 40mm dia MT 468.05 468.05 100.0 False None None False None False 46805.0 0 3015722 100774 None codeN020C 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:. Vol-5 SR 2021-22, Chapter-13, It.No.3.2, N020c, P.No.142 Heavy Duty GI pipe of 20mm dia MT 245.78 245.78 9.0 False None None False None False 2212.02 0 3015723 100774 None codeN090B Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR 2021-22, item No.6.2, SOR Code : N090B, P.No.143, For 40 mm dia GI collar: Each 177.45 177.45 9.0 False None None False None False 1597.05 0 3015724 100774 None codeN100B Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: Vol-5 SR 2021-22, item No.7.2, SOR Code : N100B, P.No.143, For 20 mm dia GI elbow Each 85.05 85.05 9.0 False None None False None False 765.45 0 3015725 100774 None codeN220AF Providing GM gland cocks tested against hydraulic pressure of 20 Kg/m² with ISI mark. N220AF20 mm dia GM gland cocks. Vol-5 SR 2021-22, item No.8.2, SOR Code : N220AF, P.No.144, For 20 mm dia Gland cocks Each 439.95 439.95 9.0 False None None False None False 3959.55 0 3015726 100774 None codeN120E Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR 2021-22, item No.9.2, SOR Code : N120E, P.No.144, For 40 mm dia GI TEE Each 163.8 163.8 9.0 False None None False None False 1474.2 0 3015727 100774 None code16.2 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standardtested 1 HP with IS mark. Vol-5 SR 2021-22, item No.16.2, SOR Code : N180B, P.No.145, For 20 mm dia GM (Copper alloy) Gate valves Each 932.4 932.4 9.0 False None None False None False 8391.6 0 3015728 100774 None code01 Gescom Deposit Charges. Each 5000.0 5000.0 1.0 False None None False None False 5000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710250752000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710250752000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710250752000 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 1710250752000 0 None None ELIGIBILITY The Bidders Should be Registered in ESI & EPF None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None List of existing commitments and ongoing work None None None None None None List of works for which tenders already submitted None None None None None None Satisfactory completion as a prime contractor for at least anyone similar Nature of work to such as PIPELINE WORK an extent of 50Percent of the cost of the work, for all works costing upto and Rs.50 lakh Rs.2.770lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None PWD CONTRACTOR RESISTRATION CERTIFICATE Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Achieved in at least two financial years an average annual financial turnover of Rs.5.540 lakhs Certified turnover certificate issued by the Chartered accountant with UDIN Number Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover
tenderCriterionDocumentList	documentName optional documentTypeText PWD Contractor Registration Certificate True Technical Bid Achieved in at least two financial years an average annual financial turnover of Rs.5.540 lakhs Certified turnover certificate issued by the Chartered accountant with UDIN Number True Technical Bid Satisfactory completion as a prime contractor for at least anyone similar Nature of work to such as PIPELINE WORK an extent of 50Percent of the cost of the work, for all works costing upto and Rs.50 lakh Rs.2.770lakhs True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None