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tenderReceiptClose 04-03-2024 17:00:00
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publishedDate 26-02-2024 11:38:27
publishedByPost CMC_MCOM_HSPT
publishedByUser KPE12911 - ERAGUDI SHIVAKUMAR
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createdTs 1708925149261
version 13
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tenderNumber DMA/2023-24/WS/WORK_INDENT14206/CALL-2
title Package 1 1.Drilling of borewell fixing of motor & pipeline work at Kuruber Oni in Ward no 01, 2.near Huligemma gudi beside Venugopal temple patel nagar in Ward no 03, 3.at Gandhi nagar 8th cross and near Kariyamma gudi Kanakadas circle in Ward no 04, 4.at Ranipete in Ward no 05, 5.Drilling of borewell, fixing of motor, construction of cistern tank & pipeline work at Hampi road and Sunnada bhatti area in Ward no 06 in Hospet limit.
description Package 1 1) Drilling of borewell, fixing of motor and pipeline work at Kuruber Oni in Ward no 01 in Hospet limit. 2) Drilling of borewell, fixing of motor and pipeline work near Huligemma gudi beside Venugopal temple patel nagar in Ward no 03 in Hospet limit. 3) Drilling of borewell, fixing of motor and pipeline work at Gandhi nagar 8th cross and near Kariyamma gudi Kanakadas circle in Ward no 04 in Hospet limit. 4) Drilling of borewell fixing of motor and pipeline work at Ranipete in Ward no 05 in Hospet limit. 5) Drilling of borewell, fixing of motor, construction of cistern tank and pipeline work at Hampi road and Sunnada bhatti area in Ward no 06 in Hospet limit.
category WORKS
categoryText Works
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deptName Directorate of Municipal Administration
status PUBLISHED
statusText Published
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location 2475
locationName DMA City Municipal Council Hosapete
provisionalAmount 2340000.0
groupOverheadTotal 370009.86
fileNumber cmc/hpt/15fin/ws/2023-24/1
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1708925149000 0 None None Water supply/sewage lines Package 1 1.Drilling of borewell fixing of motor & pipeline work at Kuruber Oni in Ward no 01, 2.near Huligemma gudi beside Venugopal temple patel nagar in Ward no 03, 3.at Gandhi nagar 8th cross and near Kariyamma gudi Kanakadas circle in Ward no 04, 4.at Ranipete in Ward no 05, 5.Drilling of borewell, fixing of motor, construction of cistern tank & pipeline work at Hampi road and Sunnada bhatti area in Ward no 06 in Hospet limit. 1969990.14
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
2807500 90423 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 2.0 False None None False None False 11104.8 0
2807501 90423 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 324.45 324.45 100.0 False None None False None False 32445.0 0
2807502 90423 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 406.35 406.35 100.0 False None None False None False 40635.0 0
2807503 90423 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 36.0 False None None False None False 23360.4 0
2807504 90423 None code05 Supply of Bore cap No 172.2 172.2 2.0 False None None False None False 344.4 0
2807505 90423 None code06 Supply of GI clamp set No 300.0 300.0 2.0 False None None False None False 600.0 0
2807506 90423 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 2.0 False None None False None False 39534.6 0
2807507 90423 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 90.0 False None None False None False 8032.5 0
2807508 90423 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 40.0 False None None False None False 5670.0 0
2807509 90423 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 2.0 False None None False None False 7875.0 0
2807510 90423 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 2.0 False None None False None False 15750.0 0
2807511 90423 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 72.0 False None None False None False 37648.8 0
2807512 90423 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 20.0 False None None False None False 5523.0 0
2807513 90423 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 10.0 False None None False None False 2163.0 0
2807514 90423 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
2807515 90423 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 4.0 False None None False None False 928.2 0
2807516 90423 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
2807517 90423 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 4.0 False None None False None False 995.4 0
2807518 90423 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 2.0 False None None False None False 2625.0 0
2807519 90423 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 9.0 False None None False None False 8986.95 0
2807520 90423 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 508.2 508.2 108.0 False None None False None False 54885.6 0
2807521 90423 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 198.45 198.45 400.0 False None None False None False 79380.0 0
2807522 90423 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 168.0 168.0 108.0 False None None False None False 18144.0 0
2807523 90423 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 5.0 False None None False None False 2320.5 0
2807524 90423 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 10.0 False None None False None False 2583.0 0
2807525 90423 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 10.0 False None None False None False 1480.5 0
2807526 90423 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 15.0 False None None False None False 3890.25 0
2807527 90423 None code28 20 mm Nipple Each 103.95 103.95 20.0 False None None False None False 2079.0 0
2807528 90423 None code29 Brass bib cock Each 320.25 320.25 20.0 False None None False None False 6405.0 0
2807529 90423 None code30 Supply of GI Bend 20 mm Dia Each 128.1 128.1 20.0 False None None False None False 2562.0 0
2807530 90423 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
2807531 90423 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
2807532 90423 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
2807533 90423 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
2807534 90423 None code05 Supply of Bore cap No 172.2 172.2 1.0 False None None False None False 172.2 0
2807535 90423 None code06 Supply of GI clamp set No 300.0 300.0 1.0 False None None False None False 300.0 0
2807536 90423 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
2807537 90423 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
2807538 90423 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
2807539 90423 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
2807540 90423 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
2807541 90423 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 36.0 False None None False None False 18824.4 0
2807542 90423 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 5.0 False None None False None False 1380.75 0
2807543 90423 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
2807544 90423 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
2807545 90423 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
2807546 90423 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
2807547 90423 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
2807548 90423 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
2807549 90423 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 1.35 False None None False None False 1348.0425 0
2807550 90423 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 16.2 False None None False None False 8232.84 0
2807551 90423 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 60.0 False None None False None False 11907.0 0
2807552 90423 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 16.2 False None None False None False 2721.6 0
2807553 90423 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 2.0 False None None False None False 928.2 0
2807554 90423 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 5.0 False None None False None False 1291.5 0
2807555 90423 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 5.0 False None None False None False 740.25 0
2807556 90423 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 7.0 False None None False None False 1815.45 0
2807557 90423 None code28 20 mm Nipple Each 103.95 103.95 5.0 False None None False None False 519.75 0
2807558 90423 None code29 Brass bib cock Each 320.25 320.25 5.0 False None None False None False 1601.25 0
2807559 90423 None code30 Supply of GI Bend 20 mm Dia Each 128.1 128.1 5.0 False None None False None False 640.5 0
2807560 90423 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 3.0 False None None False None False 16657.2 0
2807561 90423 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 324.45 324.45 150.0 False None None False None False 48667.5 0
2807562 90423 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 406.35 406.35 150.0 False None None False None False 60952.5 0
2807563 90423 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 54.0 False None None False None False 35040.6 0
2807564 90423 None code05 Supply of Bore cap No 172.2 172.2 3.0 False None None False None False 516.6 0
2807565 90423 None code06 Supply of GI clamp set No 300.0 300.0 3.0 False None None False None False 900.0 0
2807566 90423 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 3.0 False None None False None False 59301.9 0
2807567 90423 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 89.25 150.0 False None None False None False 13387.5 0
2807568 90423 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 60.0 False None None False None False 8505.0 0
2807569 90423 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 3.0 False None None False None False 11812.5 0
2807570 90423 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 3.0 False None None False None False 23625.0 0
2807571 90423 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 522.9 522.9 130.0 False None None False None False 67977.0 0
2807572 90423 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
2807573 90423 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 18.0 False None None False None False 3893.4 0
2807574 90423 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 12.0 False None None False None False 3364.2 0
2807575 90423 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 6.0 False None None False None False 1392.3 0
2807576 90423 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 6.0 False None None False None False 1152.9 0
2807577 90423 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 12.0 False None None False None False 2986.2 0
2807578 90423 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 3.0 False None None False None False 3937.5 0
2807579 90423 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
2807580 90423 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 37.125 False None None False None False 18866.925 0
2807581 90423 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 198.45 198.45 275.0 False None None False None False 54573.75 0
2807582 90423 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 37.125 False None None False None False 6237.0 0
2807583 90423 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 3.0 False None None False None False 1392.3 0
2807584 90423 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 10.0 False None None False None False 2583.0 0
2807585 90423 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 10.0 False None None False None False 1480.5 0
2807586 90423 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 10.0 False None None False None False 2593.5 0
2807587 90423 None code28 20 mm Nipple Each 103.95 103.95 12.0 False None None False None False 1247.4 0
2807588 90423 None code29 Brass bib cock Each 320.25 320.25 12.0 False None None False None False 3843.0 0
2807589 90423 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
2807590 90423 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
2807591 90423 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
2807592 90423 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
2807593 90423 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
2807594 90423 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
2807595 90423 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
2807596 90423 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
2807597 90423 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 2.0 False None None False None False 11104.8 0
2807598 90423 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 324.45 324.45 100.0 False None None False None False 32445.0 0
2807599 90423 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 406.35 406.35 100.0 False None None False None False 40635.0 0
2807600 90423 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 36.0 False None None False None False 23360.4 0
2807601 90423 None code05 Supply of Bore cap No 172.2 172.2 2.0 False None None False None False 344.4 0
2807602 90423 None code06 Supply of GI clamp set No 300.0 300.0 2.0 False None None False None False 600.0 0
2807603 90423 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 2.0 False None None False None False 39534.6 0
2807604 90423 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 89.25 100.0 False None None False None False 8925.0 0
2807605 90423 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 40.0 False None None False None False 5670.0 0
2807606 90423 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 2.0 False None None False None False 7875.0 0
2807607 90423 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 2.0 False None None False None False 15750.0 0
2807608 90423 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 72.0 False None None False None False 37648.8 0
2807609 90423 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 20.0 False None None False None False 5523.0 0
2807610 90423 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 10.0 False None None False None False 2163.0 0
2807611 90423 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
2807612 90423 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 4.0 False None None False None False 928.2 0
2807613 90423 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
2807614 90423 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 4.0 False None None False None False 995.4 0
2807615 90423 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 2.0 False None None False None False 2625.0 0
2807616 90423 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 9.0 False None None False None False 8986.95 0
2807617 90423 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 508.2 508.2 108.0 False None None False None False 54885.6 0
2807618 90423 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 198.45 198.45 400.0 False None None False None False 79380.0 0
2807619 90423 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 168.0 168.0 108.0 False None None False None False 18144.0 0
2807620 90423 None code24 90X63 MM ELECTRO FUSION REDUCER Each 464.1 464.1 5.0 False None None False None False 2320.5 0
2807621 90423 None code25 90 MM ELECTRO FUSION TEE Each 258.3 258.3 10.0 False None None False None False 2583.0 0
2807622 90423 None code26 90 MM ELECTRO FUSION COUPLER Each 148.05 148.05 10.0 False None None False None False 1480.5 0
2807623 90423 None code27 90 MM ELECTRO FUSION ELBOW Each 259.35 259.35 15.0 False None None False None False 3890.25 0
2807624 90423 None code28 20 mm Nipple Each 103.95 103.95 20.0 False None None False None False 2079.0 0
2807625 90423 None code29 Brass bib cock Each 320.25 320.25 20.0 False None None False None False 6405.0 0
2807626 90423 None code30 Supply of GI Bend 20 mm Dia Each 128.1 128.1 20.0 False None None False None False 2562.0 0
2807627 90423 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 2.0 False None None False None False 11104.8 0
2807628 90423 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 324.45 324.45 100.0 False None None False None False 32445.0 0
2807629 90423 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 406.35 406.35 100.0 False None None False None False 40635.0 0
2807630 90423 None code04 Cost of 160 mm dia PVC Casing pipe Mtr 648.9 648.9 36.0 False None None False None False 23360.4 0
2807631 90423 None code05 Supply of Bore cap No 172.2 172.2 2.0 False None None False None False 344.4 0
2807632 90423 None code06 Supply of GI clamp set No 300.0 300.0 2.0 False None None False None False 600.0 0
2807633 90423 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 2.0 False None None False None False 39534.6 0
2807634 90423 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 90.0 False None None False None False 8032.5 0
2807635 90423 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 40.0 False None None False None False 5670.0 0
2807636 90423 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 2.0 False None None False None False 7875.0 0
2807637 90423 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 2.0 False None None False None False 15750.0 0
2807638 90423 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 80.0 False None None False None False 41832.0 0
2807639 90423 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 10.0 False None None False None False 2761.5 0
2807640 90423 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 6.0 False None None False None False 1297.8 0
2807641 90423 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 4.0 False None None False None False 1121.4 0
2807642 90423 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 4.0 False None None False None False 928.2 0
2807643 90423 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 4.0 False None None False None False 768.6 0
2807644 90423 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 4.0 False None None False None False 995.4 0
2807645 90423 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 2.0 False None None False None False 2625.0 0
2807646 90423 None code20 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 9.45 False None None False None False 4802.49 0
2807647 90423 None code21 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 35.0 False None None False None False 6945.75 0
2807648 90423 None code22 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 9.45 False None None False None False 1587.6 0
2807649 90423 None code23 20 mm Nipple Each 103.95 103.95 10.0 False None None False None False 1039.5 0
2807650 90423 None code24 Brass bib cock Each 320.25 320.25 10.0 False None None False None False 3202.5 0
2807651 90423 None code25 Supply of GI Bend 20 mm Dia Each 128.1 128.1 5.0 False None None False None False 640.5 0
2807652 90423 None code26 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 2.7 False None None False None False 686.07 0
2807653 90423 None code27 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 1.35 False None None False None False 8028.72 0
2807654 90423 None code28 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 1.8 False None None False None False 12448.26 0
2807655 90423 None code29 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 3.2625 False None None False None False 19221.181875 0
2807656 90423 None code30 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 10.05 False None None False None False 4527.0225 0
2807657 90423 None code31 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 1.0 False None None False None False 17221.05 0
2807658 90423 None code32 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 1.0 False None None False None False 1976.1 0
generalCriterionList
createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList
1708925149000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None
1708925149000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
1708925149000 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
1708925149000 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
1708925149000 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
1708925149000 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
1708925149000 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
1708925149000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None
1708925149000 0 None None ELIGIBILITY List of existing commitments and ongoing works None
1708925149000 0 None None ELIGIBILITY List of works for which tenders already submitted None
1708925149000 0 None None ELIGIBILITY Banker Details for reference None
1708925149000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None
1708925149000 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
1708925149000 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
1708925149000 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
GST and PAN 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
EPF Certificate and Clearance True Technical Bid
Liquid assets and /or availability of credit facilities of not less than amount Rs. 7.02 lakhs Attach Credit lines/ letter of credit/ Banker certificates Unconditional issued by scheduled banks. True Technical Bid
tenderWorkLocationList
tenderAddress None
tenderRecallDTO None