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noticeInvitingTenderDTO	createdTs 1713855954340 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 620.00 emd 61500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 28-05-2024 17:00:00 tenderQueryClose 27-05-2024 17:00:00 technicalBidOpen None publishedDate 20-05-2024 17:52:00 publishedByPost CMC_MCOM_HSPT publishedByUser KPE13256 - CHANDRAPPA C bidValidityPeriod 90 noOfCalls 3 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Municipal commissioner 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 08394224041 mobileNumber 9620079006 tenderSupplierList None
tenderSchedule	createdTs 1713855954344 version 19 createdDate None modifiedDate None tenderNumber DMA/2023-24/WS/WORK_INDENT14209/CALL-3 title Package 2 1Drilling of borewell, fixing of motor and pipeline work at Ananthashayan gudi nagenahalli road, Panduranga colony and Smashana and construction of cistern tank behind Markandeshwara school in Ward no 07, 2 at Kondanayakana halli and construction of cistern tank and pipeline work near Nijalingamma gudi, Kariyamma gudi , near Hampi road public tiolet in Ward no 08, 3 at Siddalingappa chowki Mallammana gaddi in Ward no 09 in Hospet limit. description Package 2 Drilling of borewell, fixing of motor and pipeline work at Ananthashayan gudi nagenahalli road, Panduranga colony and Smashana and construction of cistern tank behind Markandeshwara school in Ward no 07 in Hospet limit.2) Drilling of borewell, fixing of motor at Kondanayakana halli and construction of cistern tank and pipeline work near Nijalingamma gudi, Kariyamma gudi , near Hampi road public tiolet in Ward no 08 in Hospet limit. 3) Drilling of borewell, fixing of motor, construction of cistern tank and pipeline work at Siddalingappa chowki Mallammana gaddi in Ward no 09 in Hospet limit. category WORKS categoryText Works ecv 2459999.99 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2475 locationName DMA City Municipal Council Hosapete provisionalAmount 2460000.0 groupOverheadTotal 394354.99 fileNumber cmc/hpt/15fin/ws/2023-24/2
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1713855954000 1 None None Water supply/sewage lines Package 2 1Drilling of borewell, fixing of motor and pipeline work at Ananthashayan gudi nagenahalli road, Panduranga colony and Smashana and construction of cistern tank behind Markandeshwara school in Ward no 07, 2 at Kondanayakana halli and construction of cistern tank and pipeline work near Nijalingamma gudi, Kariyamma gudi , near Hampi road public tiolet in Ward no 08, 3 at Siddalingappa chowki Mallammana gaddi in Ward no 09 in Hospet limit. 2065645.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3133362 107683 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 5552.4 5552.4 4.0 False None None False None False 22209.6 0 3133363 107683 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 324.45 324.45 200.0 False None None False None False 64890.0 0 3133364 107683 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 406.35 406.35 200.0 False None None False None False 81270.0 0 3133365 107683 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 80.0 False None None False None False 51912.0 0 3133366 107683 None code05 Supply of Bore cap No 172.2 172.2 4.0 False None None False None False 688.8 0 3133367 107683 None code06 Supply of GI clamp set No 300.0 300.0 4.0 False None None False None False 1200.0 0 3133368 107683 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 19767.3 19767.3 4.0 False None None False None False 79069.2 0 3133369 107683 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 89.25 89.25 180.0 False None None False None False 16065.0 0 3133370 107683 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 80.0 False None None False None False 11340.0 0 3133371 107683 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 3133372 107683 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 7875.0 7875.0 4.0 False None None False None False 31500.0 0 3133373 107683 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 522.9 522.9 150.0 False None None False None False 78435.0 0 3133374 107683 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 276.15 276.15 15.0 False None None False None False 4142.25 0 3133375 107683 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 216.3 216.3 20.0 False None None False None False 4326.0 0 3133376 107683 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 280.35 280.35 8.0 False None None False None False 2242.8 0 3133377 107683 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 232.05 232.05 8.0 False None None False None False 1856.4 0 3133378 107683 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 192.15 192.15 8.0 False None None False None False 1537.2 0 3133379 107683 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 248.85 248.85 16.0 False None None False None False 3981.6 0 3133380 107683 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 1312.5 1312.5 4.0 False None None False None False 5250.0 0 3133381 107683 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 11.25 False None None False None False 11233.6875 0 3133382 107683 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 508.2 508.2 135.0 False None None False None False 68607.0 0 3133383 107683 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 63 mm dia. Mtr 198.45 198.45 500.0 False None None False None False 99225.0 0 3133384 107683 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 168.0 168.0 135.0 False None None False None False 22680.0 0 3133385 107683 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 3.0 False None None False None False 1392.3 0 3133386 107683 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 10.0 False None None False None False 2583.0 0 3133387 107683 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 10.0 False None None False None False 1480.5 0 3133388 107683 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 10.0 False None None False None False 2593.5 0 3133389 107683 None code28 20 mm Nipple Each 103.95 103.95 15.0 False None None False None False 1559.25 0 3133390 107683 None code29 Brass bib cock Each 320.25 320.25 15.0 False None None False None False 4803.75 0 3133391 107683 None code30 Supply of GI Bend 20 mm Dia Each 128.1 128.1 15.0 False None None False None False 1921.5 0 3133392 107683 None code31 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 254.1 254.1 5.4 False None None False None False 1372.14 0 3133393 107683 None code32 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 5947.2 5947.2 2.7 False None None False None False 16057.44 0 3133394 107683 None code33 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 6915.7 6915.7 3.6 False None None False None False 24896.52 0 3133395 107683 None code34 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 5891.55 5891.55 6.525 False None None False None False 38442.36375 0 3133396 107683 None code35 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 450.45 450.45 13.8 False None None False None False 6216.21 0 3133397 107683 None code36 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 2.0 False None None False None False 34442.1 0 3133398 107683 None code37 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 2.0 False None None False None False 3952.2 0 3133399 107683 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 5552.4 5552.4 1.0 False None None False None False 5552.4 0 3133400 107683 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 324.45 324.45 50.0 False None None False None False 16222.5 0 3133401 107683 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 406.35 406.35 50.0 False None None False None False 20317.5 0 3133402 107683 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 18.0 False None None False None False 11680.2 0 3133403 107683 None code05 Supply of Bore cap No 172.2 172.2 1.0 False None None False None False 172.2 0 3133404 107683 None code06 Supply of GI clamp set No 300.0 300.0 1.0 False None None False None False 300.0 0 3133405 107683 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 19767.3 19767.3 1.0 False None None False None False 19767.3 0 3133406 107683 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 89.25 89.25 50.0 False None None False None False 4462.5 0 3133407 107683 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 20.0 False None None False None False 2835.0 0 3133408 107683 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 1.0 False None None False None False 3937.5 0 3133409 107683 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 7875.0 7875.0 1.0 False None None False None False 7875.0 0 3133410 107683 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 522.9 522.9 60.0 False None None False None False 31374.0 0 3133411 107683 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 276.15 276.15 12.0 False None None False None False 3313.8 0 3133412 107683 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 216.3 216.3 5.0 False None None False None False 1081.5 0 3133413 107683 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 280.35 280.35 2.0 False None None False None False 560.7 0 3133414 107683 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 232.05 232.05 2.0 False None None False None False 464.1 0 3133415 107683 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 192.15 192.15 2.0 False None None False None False 384.3 0 3133416 107683 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 248.85 248.85 2.0 False None None False None False 497.7 0 3133417 107683 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 1312.5 1312.5 1.0 False None None False None False 1312.5 0 3133418 107683 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 4.5 False None None False None False 4493.475 0 3133419 107683 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 508.2 508.2 54.0 False None None False None False 27442.8 0 3133420 107683 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 63 mm dia. Mtr 198.45 198.45 200.0 False None None False None False 39690.0 0 3133421 107683 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 168.0 168.0 54.0 False None None False None False 9072.0 0 3133422 107683 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 3.0 False None None False None False 1392.3 0 3133423 107683 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 10.0 False None None False None False 2583.0 0 3133424 107683 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 10.0 False None None False None False 1480.5 0 3133425 107683 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 10.0 False None None False None False 2593.5 0 3133426 107683 None code28 20 mm Nipple Each 103.95 103.95 12.0 False None None False None False 1247.4 0 3133427 107683 None code29 Brass bib cock Each 320.25 320.25 12.0 False None None False None False 3843.0 0 3133428 107683 None code30 Supply of GI Bend 20 mm Dia Each 128.1 128.1 12.0 False None None False None False 1537.2 0 3133429 107683 None code31 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 254.1 254.1 8.1 False None None False None False 2058.21 0 3133430 107683 None code32 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 5947.2 5947.2 4.05 False None None False None False 24086.16 0 3133431 107683 None code33 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 6915.7 6915.7 5.4 False None None False None False 37344.78 0 3133432 107683 None code34 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 5891.55 5891.55 9.7875 False None None False None False 57663.545625 0 3133433 107683 None code35 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 450.45 450.45 30.15 False None None False None False 13581.0675 0 3133434 107683 None code36 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 3.0 False None None False None False 51663.15 0 3133435 107683 None code37 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 3.0 False None None False None False 5928.3 0 3133436 107683 None code01 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 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 Each 19910.1 19910.1 1.0 False None None False None False 19910.1 0 3133437 107683 None code02 Supply of Bore cap No 172.2 172.2 1.0 False None None False None False 172.2 0 3133438 107683 None code03 Supply of GI clamp set No 300.0 300.0 1.0 False None None False None False 300.0 0 3133439 107683 None code04 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 19767.3 19767.3 1.0 False None None False None False 19767.3 0 3133440 107683 None code05 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 89.25 89.25 50.0 False None None False None False 4462.5 0 3133441 107683 None code06 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 20.0 False None None False None False 2835.0 0 3133442 107683 None code07 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 1.0 False None None False None False 3937.5 0 3133443 107683 None code08 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 7875.0 7875.0 1.0 False None None False None False 7875.0 0 3133444 107683 None code09 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 522.9 522.9 36.0 False None None False None False 18824.4 0 3133445 107683 None code10 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 276.15 276.15 160.0 False None None False None False 44184.0 0 3133446 107683 None code11 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 216.3 216.3 6.0 False None None False None False 1297.8 0 3133447 107683 None code12 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 280.35 280.35 2.0 False None None False None False 560.7 0 3133448 107683 None code13 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 232.05 232.05 2.0 False None None False None False 464.1 0 3133449 107683 None code14 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 192.15 192.15 2.0 False None None False None False 384.3 0 3133450 107683 None code15 Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. Each 248.85 248.85 2.0 False None None False None False 497.7 0 3133451 107683 None code16 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 1312.5 1312.5 1.0 False None None False None False 1312.5 0 3133452 107683 None code17 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 45.0 False None None False None False 44934.75 0 3133453 107683 None code18 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 508.2 508.2 405.0 False None None False None False 205821.0 0 3133454 107683 None code19 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 63 mm dia. Mtr 198.45 198.45 1500.0 False None None False None False 297675.0 0 3133455 107683 None code20 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 168.0 168.0 405.0 False None None False None False 68040.0 0 3133456 107683 None code21 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 15.0 False None None False None False 6961.5 0 3133457 107683 None code22 90 MM ELECTRO FUSION TEE Each 258.3 258.3 30.0 False None None False None False 7749.0 0 3133458 107683 None code23 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 45.0 False None None False None False 6662.25 0 3133459 107683 None code24 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 40.0 False None None False None False 10374.0 0 3133460 107683 None code25 20 mm Nipple Each 103.95 103.95 90.0 False None None False None False 9355.5 0 3133461 107683 None code26 Brass bib cock Each 320.25 320.25 90.0 False None None False None False 28822.5 0 3133462 107683 None code27 Supply of GI Bend 20 mm Dia Each 128.1 128.1 90.0 False None None False None False 11529.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1713855954000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1713855954000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1713855954000 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 1713855954000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None 1713855954000 0 None None ELIGIBILITY Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None 1713855954000 0 None None ELIGIBILITY Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None 1713855954000 0 None None ELIGIBILITY Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None 1713855954000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1713855954000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1713855954000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1713855954000 0 None None ELIGIBILITY Banker Details for reference None 1713855954000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1713855954000 0 None None ELIGIBILITY Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None 1713855954000 0 None None ELIGIBILITY Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None 1713855954000 0 None None ELIGIBILITY Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Qualification A To qualify award of this contract each tenderer in his name should have in the last five years period a. achieved in at least two financial years an average annual financial turnover of Estimate Cost True Technical Bid PWD Registration Certificate True Technical Bid Mandatory Satisfactory completion as a prime contractor for at least 1 civil work 50per of total cost of works. Attested by Executive Engineer True Technical Bid GST and PAN True Technical Bid EPF Certificate and Clearance True Technical Bid Liquid assets and /or availability of credit facilities of not less than amount Rs. 7.38 lakhs Attach Credit lines/ letter of credit/ Banker certificates Unconditional issued by scheduled banks. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None