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titlePackage 4 1Drilling of borewell fixing of motor at JP Nagar Vikas park & Park behind anjuman Hospital pipeline work at Aazad nagar 5789 cross in Ward no 20, 2 at Karignoor Gonduli samaz area and Valmiki nagar in Ward no 23,3 near bannikalamma gudi Ashoka nagar near Tarakari manju house Chitrakeri and Dander Oni in Ward no 25, 4 at Chapparadalli area in Ward no 26, 5 near bandibarmappa house near sunklamma temple and near Taha masidi Chapparadalli in Ward no 27 in Hospet limit.(Reserved for SC)
descriptionPackage 4 1) Drilling of borewell, fixing of motor at JP Nagar Vikas park and Park behind anjuman Hospital and pipeline work at Aazad nagar 5,7,8,9 cross in Ward no 20 in Hospet limit. 2) Drilling of borewell, fixing of motor, construction of cistern tank and pipeline work at Karignoor Gonduli samaz area and Valmiki nagar in Ward no 23 in Hospet limit. 3) Drilling of borewell, fixing of motor near bannikalamma gudi Ashoka nagar, Re drilling of borewell, fixing of motor near Tarakari manju house Chitrakeri and Re drilling of borewell at Dander Oni in Ward no 25 in Hospet limit. 4) Drilling of borewell, fixing of motor and construction of cistern tank and pipeline work at Chapparadalli area in Ward no 26 in Hospet limit. 5) Drilling of borewell, fixing of motor and construction of cistern tank and pipeline work near bandibarmappa house, near sunklamma temple and near Taha masidi Chapparadalli in Ward no 27 in Hospet limit. (Reserved for SC)
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17069646480000NoneNoneWater supply/sewage linesPackage 4 1Drilling of borewell fixing of motor at JP Nagar Vikas park & Park behind anjuman Hospital pipeline work at Aazad nagar 5789 cross in Ward no 20, 2 at Karignoor Gonduli samaz area and Valmiki nagar in Ward no 23,3 near bannikalamma gudi Ashoka nagar near Tarakari manju house Chitrakeri and Dander Oni in Ward no 25, 4 at Chapparadalli area in Ward no 26, 5 near bandibarmappa house near sunklamma temple and near Taha masidi Chapparadalli in Ward no 27 in Hospet limit.(Reserved for SC)2410198.52
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
242535172782Nonecode01Geophysical 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.Each5552.45552.42.0FalseNoneNoneFalseNoneFalse11104.80
242535272782Nonecode02Sinking 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 depthMtr324.45324.45100.0FalseNoneNoneFalseNoneFalse32445.00
242535372782Nonecode03Sinking 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 depthMtr406.35406.35100.0FalseNoneNoneFalseNoneFalse40635.00
242535472782Nonecode04Cost of 160 mm dia PVC Casing pipeMtr648.9648.936.0FalseNoneNoneFalseNoneFalse23360.40
242535572782Nonecode05Supply of Bore capNo172.2172.22.0FalseNoneNoneFalseNoneFalse344.40
242535672782Nonecode06Supply of GI clamp setNo300.0300.02.0FalseNoneNoneFalseNoneFalse600.00
242535772782Nonecode07Providing, 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 STGNo19767.319767.32.0FalseNoneNoneFalseNoneFalse39534.60
242535872782Nonecode08Supply 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.Mtr89.2589.25100.0FalseNoneNoneFalseNoneFalse8925.00
242535972782Nonecode09Providing 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.Mtr141.75141.7540.0FalseNoneNoneFalseNoneFalse5670.00
242536072782Nonecode10Earthing: 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.Each3937.53937.52.0FalseNoneNoneFalseNoneFalse7875.00
242536172782Nonecode11Supply 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 pumpsEach7875.07875.02.0FalseNoneNoneFalseNoneFalse15750.00
242536272782Nonecode12Supplying 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 PIPEMtr522.9522.972.0FalseNoneNoneFalseNoneFalse37648.80
242536372782Nonecode13Supplying 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 PIPE TapMtr276.15276.1540.0FalseNoneNoneFalseNoneFalse11046.00
242536472782Nonecode14Providing 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 collarEach216.3216.310.0FalseNoneNoneFalseNoneFalse2163.00
242536572782Nonecode15Supply 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 BENDEach280.35280.358.0FalseNoneNoneFalseNoneFalse2242.80
242536672782Nonecode16Supply 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 SocketEach232.05232.054.0FalseNoneNoneFalseNoneFalse928.20
242536772782Nonecode17Supply 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 UnionEach192.15192.152.0FalseNoneNoneFalseNoneFalse384.30
242536872782Nonecode18Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any.Each248.85248.854.0FalseNoneNoneFalseNoneFalse995.40
242536972782Nonecode19Supply 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 mmNo1312.51312.52.0FalseNoneNoneFalseNoneFalse2625.00
242537072782Nonecode2020 mm NippleEach103.95103.9514.0FalseNoneNoneFalseNoneFalse1455.30
242537172782Nonecode21Brass bib cockEach320.25320.2514.0FalseNoneNoneFalseNoneFalse4483.50
242537272782Nonecode22Supply of GI Bend 20 mm DiaEach128.1128.114.0FalseNoneNoneFalseNoneFalse1793.40
242537372782Nonecode01Geophysical 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.Each5552.45552.42.0FalseNoneNoneFalseNoneFalse11104.80
242537472782Nonecode02Sinking 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 depthMtr324.45324.45100.0FalseNoneNoneFalseNoneFalse32445.00
242537572782Nonecode03Sinking 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 depthMtr406.35406.35100.0FalseNoneNoneFalseNoneFalse40635.00
242537672782Nonecode04Cost of 160 mm dia PVC Casing pipeMtr648.9648.936.0FalseNoneNoneFalseNoneFalse23360.40
242537772782Nonecode05Supply of Bore capNo172.2172.22.0FalseNoneNoneFalseNoneFalse344.40
242537872782Nonecode06Supply of GI clamp setNo300.0300.02.0FalseNoneNoneFalseNoneFalse600.00
242537972782Nonecode07Providing, 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 STGNo19767.319767.32.0FalseNoneNoneFalseNoneFalse39534.60
242538072782Nonecode08Supply 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.Mtr89.2589.25100.0FalseNoneNoneFalseNoneFalse8925.00
242538172782Nonecode09Providing 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.Mtr141.75141.7540.0FalseNoneNoneFalseNoneFalse5670.00
242538272782Nonecode10Earthing: 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.Each3937.53937.52.0FalseNoneNoneFalseNoneFalse7875.00
242538372782Nonecode11Supply 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 pumpsEach7875.07875.02.0FalseNoneNoneFalseNoneFalse15750.00
242538472782Nonecode12Supplying 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 PIPEMtr522.9522.972.0FalseNoneNoneFalseNoneFalse37648.80
242538572782Nonecode13Supplying 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 PIPETapMtr276.15276.1520.0FalseNoneNoneFalseNoneFalse5523.00
242538672782Nonecode14Providing 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 collarEach216.3216.310.0FalseNoneNoneFalseNoneFalse2163.00
242538772782Nonecode15Supply 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 BENDEach280.35280.358.0FalseNoneNoneFalseNoneFalse2242.80
242538872782Nonecode16Supply 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 SocketEach232.05232.054.0FalseNoneNoneFalseNoneFalse928.20
242538972782Nonecode17Supply 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 UnionEach192.15192.152.0FalseNoneNoneFalseNoneFalse384.30
242539072782Nonecode18Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any.Each248.85248.854.0FalseNoneNoneFalseNoneFalse995.40
242539172782Nonecode19Supply 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 mmNo1312.51312.52.0FalseNoneNoneFalseNoneFalse2625.00
242539272782Nonecode20Cutting 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.Cum998.55998.559.0FalseNoneNoneFalseNoneFalse8986.950
242539372782Nonecode21Earth 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.Cum508.2508.2108.0FalseNoneNoneFalseNoneFalse54885.60
242539472782Nonecode22Supplying 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.Mtr198.45198.45400.0FalseNoneNoneFalseNoneFalse79380.00
242539572782Nonecode23Refilling 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.Cum168.0168.0108.0FalseNoneNoneFalseNoneFalse18144.00
242539672782Nonecode2490X63 MM ELECTRO FUSION REDUCEREach464.1464.15.0FalseNoneNoneFalseNoneFalse2320.50
242539772782Nonecode2590 MM ELECTRO FUSION TEEEach258.3258.310.0FalseNoneNoneFalseNoneFalse2583.00
242539872782Nonecode2690 MM ELECTRO FUSION COUPLEREach148.05148.0510.0FalseNoneNoneFalseNoneFalse1480.50
242539972782Nonecode2790 MM ELECTRO FUSION ELBOWEach259.35259.3515.0FalseNoneNoneFalseNoneFalse3890.250
242540072782Nonecode2820 mm NippleEach103.95103.9520.0FalseNoneNoneFalseNoneFalse2079.00
242540172782Nonecode29Brass bib cockEach320.25320.2520.0FalseNoneNoneFalseNoneFalse6405.00
242540272782Nonecode30Supply of GI Bend 20 mm DiaEach128.1128.120.0FalseNoneNoneFalseNoneFalse2562.00
242540372782Nonecode01Geophysical 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.Each5552.45552.41.0FalseNoneNoneFalseNoneFalse5552.40
242540472782Nonecode02Sinking 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 depthMtr324.45324.4550.0FalseNoneNoneFalseNoneFalse16222.50
242540572782Nonecode03Sinking 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 depthMtr406.35406.3550.0FalseNoneNoneFalseNoneFalse20317.50
242540672782Nonecode04Cost of 160 mm dia PVC Casing pipeMtr648.9648.924.0FalseNoneNoneFalseNoneFalse15573.60
242540772782Nonecode05Supply of Bore capNo172.2172.22.0FalseNoneNoneFalseNoneFalse344.40
242540872782Nonecode06Supply of GI clamp setNo300.0300.02.0FalseNoneNoneFalseNoneFalse600.00
242540972782Nonecode07Providing, 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 STGNo19767.319767.32.0FalseNoneNoneFalseNoneFalse39534.60
242541072782Nonecode08Supply 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.Mtr89.2589.25100.0FalseNoneNoneFalseNoneFalse8925.00
242541172782Nonecode09Providing 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.Mtr141.75141.7540.0FalseNoneNoneFalseNoneFalse5670.00
242541272782Nonecode10Earthing: 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.Each3937.53937.52.0FalseNoneNoneFalseNoneFalse7875.00
242541372782Nonecode11Supply 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 pumpsEach7875.07875.02.0FalseNoneNoneFalseNoneFalse15750.00
242541472782Nonecode12Supplying 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 PIPEMtr522.9522.972.0FalseNoneNoneFalseNoneFalse37648.80
242541572782Nonecode13Supplying 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 PIPETapMtr276.15276.1525.0FalseNoneNoneFalseNoneFalse6903.750
242541672782Nonecode14Providing 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 collarEach216.3216.310.0FalseNoneNoneFalseNoneFalse2163.00
242541772782Nonecode15Supply 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 BENDEach280.35280.358.0FalseNoneNoneFalseNoneFalse2242.80
242541872782Nonecode16Supply 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 SocketEach232.05232.054.0FalseNoneNoneFalseNoneFalse928.20
242541972782Nonecode17Supply 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 UnionEach192.15192.152.0FalseNoneNoneFalseNoneFalse384.30
242542072782Nonecode18Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any.Each248.85248.854.0FalseNoneNoneFalseNoneFalse995.40
242542172782Nonecode19Supply 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 mmNo1312.51312.52.0FalseNoneNoneFalseNoneFalse2625.00
242542272782Nonecode20Cutting 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.Cum998.55998.5515.75FalseNoneNoneFalseNoneFalse15727.16250
242542372782Nonecode21Earth 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.Cum508.2508.2148.5FalseNoneNoneFalseNoneFalse75467.70
242542472782Nonecode22Supplying 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.Mtr198.45198.45550.0FalseNoneNoneFalseNoneFalse109147.50
242542572782Nonecode23Refilling 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.Cum168.0168.0148.5FalseNoneNoneFalseNoneFalse24948.00
242542672782Nonecode2490X63 MM ELECTRO FUSION REDUCEREach464.1464.15.0FalseNoneNoneFalseNoneFalse2320.50
242542772782Nonecode2590 MM ELECTRO FUSION TEEEach258.3258.320.0FalseNoneNoneFalseNoneFalse5166.00
242542872782Nonecode2690 MM ELECTRO FUSION COUPLEREach148.05148.0515.0FalseNoneNoneFalseNoneFalse2220.750
242542972782Nonecode2790 MM ELECTRO FUSION ELBOWEach259.35259.3525.0FalseNoneNoneFalseNoneFalse6483.750
242543072782Nonecode2820 mm NippleEach103.95103.9525.0FalseNoneNoneFalseNoneFalse2598.750
242543172782Nonecode29Brass bib cockEach320.25320.2525.0FalseNoneNoneFalseNoneFalse8006.250
242543272782Nonecode30Supply of GI Bend 20 mm DiaEach128.1128.125.0FalseNoneNoneFalseNoneFalse3202.50
242543372782Nonecode31Re-drilling of filled-up borewell, including yield test at final depth.Mtr466.2466.290.0FalseNoneNoneFalseNoneFalse41958.00
242543472782Nonecode01Geophysical 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.Each5552.45552.42.0FalseNoneNoneFalseNoneFalse11104.80
242543572782Nonecode02Sinking 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 depthMtr324.45324.45100.0FalseNoneNoneFalseNoneFalse32445.00
242543672782Nonecode03Sinking 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 depthMtr406.35406.35100.0FalseNoneNoneFalseNoneFalse40635.00
242543772782Nonecode04Cost of 160 mm dia PVC Casing pipeMtr648.9648.936.0FalseNoneNoneFalseNoneFalse23360.40
242543872782Nonecode05Supply of Bore capNo172.2172.22.0FalseNoneNoneFalseNoneFalse344.40
242543972782Nonecode06Supply of GI clamp setNo300.0300.02.0FalseNoneNoneFalseNoneFalse600.00
242544072782Nonecode07Providing, 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 STGNo19767.319767.32.0FalseNoneNoneFalseNoneFalse39534.60
242544172782Nonecode08Supply 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.Mtr89.2589.25100.0FalseNoneNoneFalseNoneFalse8925.00
242544272782Nonecode09Providing 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.Mtr141.75141.7540.0FalseNoneNoneFalseNoneFalse5670.00
242544372782Nonecode10Earthing: 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.Each3937.53937.52.0FalseNoneNoneFalseNoneFalse7875.00
242544472782Nonecode11Supply 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 pumpsEach7875.07875.02.0FalseNoneNoneFalseNoneFalse15750.00
242544572782Nonecode12Supplying 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 PIPEMtr522.9522.972.0FalseNoneNoneFalseNoneFalse37648.80
242544672782Nonecode13Supplying 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 PIPETapMtr276.15276.1520.0FalseNoneNoneFalseNoneFalse5523.00
242544772782Nonecode14Providing 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 collarEach216.3216.310.0FalseNoneNoneFalseNoneFalse2163.00
242544872782Nonecode15Supply 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 BENDEach280.35280.358.0FalseNoneNoneFalseNoneFalse2242.80
242544972782Nonecode16Supply 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 SocketEach232.05232.054.0FalseNoneNoneFalseNoneFalse928.20
242545072782Nonecode17Supply 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 UnionEach192.15192.152.0FalseNoneNoneFalseNoneFalse384.30
242545172782Nonecode18Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any.Each248.85248.854.0FalseNoneNoneFalseNoneFalse995.40
242545272782Nonecode19Supply 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 mmNo1312.51312.52.0FalseNoneNoneFalseNoneFalse2625.00
242545372782Nonecode20Cutting 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.Cum998.55998.559.0FalseNoneNoneFalseNoneFalse8986.950
242545472782Nonecode21Earth 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.Cum508.2508.2108.0FalseNoneNoneFalseNoneFalse54885.60
242545572782Nonecode22Supplying 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.Mtr198.45198.45400.0FalseNoneNoneFalseNoneFalse79380.00
242545672782Nonecode23Refilling 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.Cum168.0168.0108.0FalseNoneNoneFalseNoneFalse18144.00
242545772782Nonecode2490X63 MM ELECTRO FUSION REDUCEREach464.1464.15.0FalseNoneNoneFalseNoneFalse2320.50
242545872782Nonecode2590 MM ELECTRO FUSION TEEEach258.3258.310.0FalseNoneNoneFalseNoneFalse2583.00
242545972782Nonecode2690 MM ELECTRO FUSION COUPLEREach148.05148.0510.0FalseNoneNoneFalseNoneFalse1480.50
242546072782Nonecode2790 MM ELECTRO FUSION ELBOWEach259.35259.3515.0FalseNoneNoneFalseNoneFalse3890.250
242546172782Nonecode2820 mm NippleEach103.95103.9520.0FalseNoneNoneFalseNoneFalse2079.00
242546272782Nonecode29Brass bib cockEach320.25320.2520.0FalseNoneNoneFalseNoneFalse6405.00
242546372782Nonecode30Supply of GI Bend 20 mm DiaEach128.1128.120.0FalseNoneNoneFalseNoneFalse2562.00
242546472782Nonecode01Geophysical 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.Each5552.45552.43.0FalseNoneNoneFalseNoneFalse16657.20
242546572782Nonecode02Sinking 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 depthMtr324.45324.45150.0FalseNoneNoneFalseNoneFalse48667.50
242546672782Nonecode03Sinking 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 depthMtr406.35406.35150.0FalseNoneNoneFalseNoneFalse60952.50
242546772782Nonecode04Cost of 160 mm dia PVC Casing pipeMtr648.9648.972.0FalseNoneNoneFalseNoneFalse46720.80
242546872782Nonecode05Supply of Bore capNo172.2172.24.0FalseNoneNoneFalseNoneFalse688.80
242546972782Nonecode06Supply of GI clamp setNo300.0300.04.0FalseNoneNoneFalseNoneFalse1200.00
242547072782Nonecode07Providing, 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 STGNo19767.319767.34.0FalseNoneNoneFalseNoneFalse79069.20
242547172782Nonecode08Supply 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.Mtr89.2589.25200.0FalseNoneNoneFalseNoneFalse17850.00
242547272782Nonecode09Providing 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.Mtr141.75141.7580.0FalseNoneNoneFalseNoneFalse11340.00
242547372782Nonecode10Earthing: 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.Each3937.53937.55.0FalseNoneNoneFalseNoneFalse19687.50
242547472782Nonecode11Supply 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 pumpsEach7875.07875.05.0FalseNoneNoneFalseNoneFalse39375.00
242547572782Nonecode12Supplying 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 PIPEMtr522.9522.9120.0FalseNoneNoneFalseNoneFalse62748.00
242547672782Nonecode13Supplying 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 PIPETapMtr276.15276.1540.0FalseNoneNoneFalseNoneFalse11046.00
242547772782Nonecode14Providing 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 collarEach216.3216.324.0FalseNoneNoneFalseNoneFalse5191.20
242547872782Nonecode15Supply 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 BENDEach280.35280.3510.0FalseNoneNoneFalseNoneFalse2803.50
242547972782Nonecode16Supply 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 SocketEach232.05232.055.0FalseNoneNoneFalseNoneFalse1160.250
242548072782Nonecode17Supply 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 UnionEach192.15192.155.0FalseNoneNoneFalseNoneFalse960.750
242548172782Nonecode18Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any.Each248.85248.8510.0FalseNoneNoneFalseNoneFalse2488.50
242548272782Nonecode19Supply 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 mmNo1312.51312.55.0FalseNoneNoneFalseNoneFalse6562.50
242548372782Nonecode20Cutting 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.Cum998.55998.556.75FalseNoneNoneFalseNoneFalse6740.21250
242548472782Nonecode21Earth 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.Cum508.2508.281.0FalseNoneNoneFalseNoneFalse41164.20
242548572782Nonecode22Supplying 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.Mtr198.45198.45300.0FalseNoneNoneFalseNoneFalse59535.00
242548672782Nonecode23Refilling 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.Cum168.0168.081.0FalseNoneNoneFalseNoneFalse13608.00
242548772782Nonecode2490X63 MM ELECTRO FUSION REDUCEREach464.1464.13.0FalseNoneNoneFalseNoneFalse1392.30
242548872782Nonecode2590 MM ELECTRO FUSION TEEEach258.3258.310.0FalseNoneNoneFalseNoneFalse2583.00
242548972782Nonecode2690 MM ELECTRO FUSION COUPLEREach148.05148.0510.0FalseNoneNoneFalseNoneFalse1480.50
242549072782Nonecode2790 MM ELECTRO FUSION ELBOWEach259.35259.358.0FalseNoneNoneFalseNoneFalse2074.80
242549172782Nonecode2820 mm NippleEach103.95103.9525.0FalseNoneNoneFalseNoneFalse2598.750
242549272782Nonecode29Brass bib cockEach320.25320.2525.0FalseNoneNoneFalseNoneFalse8006.250
242549372782Nonecode30Supply of GI Bend 20 mm DiaEach128.1128.110.0FalseNoneNoneFalseNoneFalse1281.00
242549472782Nonecode31Earth 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 mCum254.1254.110.8FalseNoneNoneFalseNoneFalse2744.280
242549572782Nonecode32Providing 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 mmCum5947.25947.25.4FalseNoneNoneFalseNoneFalse32114.880
242549672782Nonecode33Providing 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 aggregatesCum6915.76915.77.2FalseNoneNoneFalseNoneFalse49793.040
242549772782Nonecode34Providing 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)Cum5891.555891.5513.05FalseNoneNoneFalseNoneFalse76884.72750
242549872782Nonecode35Providing 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.Sqm450.45450.4530.6FalseNoneNoneFalseNoneFalse13783.770
242549972782Nonecode36RCC 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 65mmEach17221.0517221.054.0FalseNoneNoneFalseNoneFalse68884.20
242550072782Nonecode37Erection 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.Each1976.11976.14.0FalseNoneNoneFalseNoneFalse7904.40
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17069646480000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17069646480000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17069646480000NoneNoneELIGIBILITYBidders 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
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
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 one financial years an average annual financial turnover of Estimate CostTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
Reserved Category CertificateFalseTechnical Bid
Mandatory Satisfactory completion as a prime contractor for at least 1 civil work 25per of total cost of works. Attested by Executive EngineerTrueTechnical Bid
GST and PANTrueTechnical Bid
EPF Certificate and ClearanceTrueTechnical Bid
Liquid assets and /or availability of credit facilities of not less than amount Rs. 8.58 lakhs Attach Credit lines/ letter of credit/ Banker certificates Unconditional issued by scheduled banks.TrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone