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titleConstruction of retaining wall to impounding reservoir and construction of compound wall at harohalli pumphouse and Rejuvenation of existing WTP at Krishnanagara in Pandavapura TMC limits of Mandya District under Amrutha Nagarothana (Municipaity)-4 Projects Package-2
descriptionConstruction of retaining wall to impounding reservoir and construction of compound wall at harohalli pumphouse and Rejuvenation of existing WTP at Krishnanagara in Pandavapura TMC limits of Mandya District under Amrutha Nagarothana (Municipaity)-4 Projects Package-2
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location2210
locationNameDMA District Urban Development Cell Mandya
provisionalAmount4000000.0
groupOverheadTotal599524.3
fileNumberMUN(7)/17/PANDAVAPURA/PA-2/2021-22
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17249381590000NoneNoneOther WorksConstruction of retaining wall to impounding reservoir and construction of compound wall at harohalli pumphouse and Rejuvenation of existing WTP at Krishnanagara in Pandavapura TMC limits of Mandya District under Amrutha Nagarothana (Municipaity)-4 Projects Package-23330690.53
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3881706149067Nonecode01Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores capillaries and microcracks of the concrete self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56 reduction in depth of penetration against control resistance to chloride penetration confirming to ASTM C 1202 with 64 improvement against control and protecting steel re inforcement against corrosion mixed @ 1percent by weight of cementitious content in concrete. ie. integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) CSR V-2 2023-24 Pg 150 It 15.7Cum633.45633.4565.0FalseNoneNoneFalseNoneFalse41174.250
3881707149067Nonecode02Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete as per specifications and as per directions of Engineer in charge. CSR V-2 2023-24 Pg 51 It 8.57Sqm13.3913.39715.46FalseNoneNoneFalseNoneFalse9580.00940
3881708149067Nonecode03Applying priming coats with primer of approved brand and manufacture having low VOC(Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. CSR V-2 2023-24 Pg 51 It 8.55.2Sqm54.5954.59415.0FalseNoneNoneFalseNoneFalse22654.850
3881709149067Nonecode04Distempering with 1st quality acrylic distemper(Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shadeOld work(one coats) as per specifications and as per directions of Engineer in charge. CSR V-2 2023-24 Pg 51 It 8.59Sqm48.4148.41301.46FalseNoneNoneFalseNoneFalse14593.67860
3881710149067Nonecode05Finishing walls with water proofing cement paint of required shade Old work (one coats applied @ 2.20 kg/10 Sqm) over priming coat of primer applied @ 0.80 l/10 Sqm complete including cost of Priming coat including preparing the surface after thoroughly cleaning the surface to remove all dirt dust and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer-in-charge CSR V-2 2023-24 Pg 52 It 8.72.1Sqm89.6189.61415.0FalseNoneNoneFalseNoneFalse37188.150
3881711149067Nonecode06Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners all necessary fittings complete including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR V-2 2023-24 Pg 77 It 11.5.2Sqm4369.264369.262.52FalseNoneNoneFalseNoneFalse11010.53520
3881712149067Nonecode07Removing the old paint from steel and or other metal surface with paint remover of approved brand manufacturer cleaning and making surface even including cost of material labour complete as per specifications. CSR V-2 2023-24 Pg 203 It 20.61Sqm95.7995.7970.0FalseNoneNoneFalseNoneFalse6705.30
3881713149067Nonecode08Painting with aluminium paint of approved brand and manufacture to give an even shade. Two coats on new work including preparing the surface after thorougly cleaning oil grease dirt and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer-in-charge. CSR V-2 2023-24 Pg 48 It 8.42Sqm111.24111.2470.0FalseNoneNoneFalseNoneFalse7786.80
3881714149067Nonecode09Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 (thickness to be specified by the manufacturer) of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer- in-Charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/sqm including pointing in white cement mixed with pigment of matching shade complete. CSR V-2 2023-24 Pg-71 Sl No. 10.14Sqm1139.181139.18194.46FalseNoneNoneFalseNoneFalse221524.94280
3881715149067Nonecode10Repairs to plaster in patches of 2.5 m2 and less in walls ceilings 10 to 20mm thick in cement mortar 16 including cutting the patches in proper shape and replastering the surface of the wall including disposal of rubbish with a lead of 50m including curing cost of materials labour complete as per specification. CSR V-2 2023-24 Pg 206 It 20.90Sqm370.8370.850.0FalseNoneNoneFalseNoneFalse18540.00
3881716149067Nonecode11Providing and laying Ductile Iron pipes of class conforming to IS 8329 2000 with latest amendments conveyiing to work site rolling and lowering into trenches laying true to line level and perfect linking at joints testing and commissioning including loading and unloading at both destinations cutting of pipes wherever necessary jointing with DI specials (excluding cost of specials) and rubber gaskets cleaning the socket and spigot end with soap solution applying soft soap to the socket and spigot ends before insertion of rubber gaskets jacking and fixing in perfect conditions etc. The cost to include soap solution soft soap waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note In sewerage projects for internal cement mortal lining(CML) of DI pipes if High Alumina Cement(HAC) as recommended in Annexure B clause 16.3 of IS 8329 2000 is considered in place of Slag or Sulphate Resistance Cement (SRC) the cost of pipes may be increased by 5-6 Perc from the prices listed. For DI K7 pipes CSR V-5 2023-24 Pg-51 It 4.1.2Mtr2076.482076.4827.0FalseNoneNoneFalseNoneFalse56064.960
3881717149067Nonecode12Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100Perc leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2Orings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For PN-10 (Note TP set should be considered only for DI pipes estimate. For MS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 CSR V-5 2023-24 Pg 22 It 2.23.4No18014.718014.72.0FalseNoneNoneFalseNoneFalse36029.40
3881718149067Nonecode13Supplying Laying and Jointing Cast Iron (CI) double flanged pipes true to line/hoisting of DIflanged pipe in position and aligning to correct plumb including cost of jointing materials conveying to work spot with all lead and lifts etc.complete. CSR V-5 2023-24 Pg 86 It 7.6.3No4952.244952.246.0FalseNoneNoneFalseNoneFalse29713.440
3881719149067Nonecode14Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 124 vibrated post of 150x150mm at bottom and100x150mm at top placed at 2 Mtrs. intervals for a height of 750mm including curing painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. CSR V-5 2023-24 Pg-87 It-7.8Mtr1366.811366.8118.0FalseNoneNoneFalseNoneFalse24602.580
3881720149067Nonecode15Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS PVC pipes 110mm dia 6 kg/sqcm and class 3 CSR V-5 2023-24 Pg 113 It 10.1.7Mtr423.33423.3320.0FalseNoneNoneFalseNoneFalse8466.60
3881721149067Nonecode16Filter complex Tubular Rate of flow indicating meter MOCC PVC Float and Float chamber with encased Acrylic indicator pipe Calibrated for(SVISEW)Nos22000.022000.01.0FalseNoneNoneFalseNoneFalse22000.00
3881722149067Nonecode17Tubular Loss of Head Guage indicating meter MOCC PVC Float and Float chamber with encased Acrylic indicator pipe Calibrated for(SVISEW)Nos24000.024000.01.0FalseNoneNoneFalseNoneFalse24000.00
3881723149067Nonecode18A Providing and fixing of C I Head stocks and wheel set as per relevant IS with all allied accessories including jointing materials at the operating platform at exactly suitable locations as per the design and direction of the Engineer In Charge. B Providing and fixing of the MS spindles for the operation between the operating platform and Head stock or Control Valves in the filter house etc including all allied works etccomplete as per the direction of the Engineer in charge.Nos18000.018000.04.0FalseNoneNoneFalseNoneFalse72000.00
3881724149067Nonecode19Rate of Controller Repairs New Float GI pipes SpecialsSet40000.040000.01.0FalseNoneNoneFalseNoneFalse40000.00
3881725149067Nonecode20Raw water Flow meterNos29000.029000.01.0FalseNoneNoneFalseNoneFalse29000.00
3881726149067Nonecode21Floculator Zone Supplying erection and commissionging of new reduction gear box(Helical gear box with suitable HP 4 RPM output model flange vertical type gear oil filled) and Electrical AC motor 2 HP suitable for above gear box 40mm dia SS shaft and making couping arrangements and fixing the same to gear box unit and providing SS flat of 6mm thick 100mm wide paddles and 2 mtrs or suitable height with required bolt nuts and washers.Nos255000.0255000.01.0FalseNoneNoneFalseNoneFalse255000.00
3881727149067Nonecode22Electro Mechanical and repair works at WTP FLASH MIXER Supplying erection and commissioning of new reduction gear box(with suitable HP 100 RPM output model 23.1 kh flange vertical type gear oil filled hollow input 71 frame flange B5 with coupling fitted to O/P shaft) and Electrical AC motor(suitable Hp 4 pole flange B5 type motor 3 phase 415 VAC 50 Hz suitable for above gear box with required 20mm stainless steel shaft and mixing paddles with bottom pivot as per specification etc complete with all lead and lift as directed by the Engineer in charge.Job60000.060000.01.0FalseNoneNoneFalseNoneFalse60000.00
3881728149067Nonecode23ALUM SOLUTION TANK Supplying erection and commissioning of new reduction gear box(with suitable HP.100 RPM output model 23.1 kh flange vi type gear oil filled hollow input 71 frame flange B5 with coupling fitted to O/P shaft) and Electrical AC motor(suitable Hp4 pole flange B5 type motor 3 phase 415 VAC50 Hz suitable for above gear box with the required 20mm stainless steel shaft and mixing paddles with bottom pivot as per specification etc complete with all lead and lift as directed by the Engineer-in-chargeJob58000.058000.03.0FalseNoneNoneFalseNoneFalse174000.00
3881729149067Nonecode24Manufacturing providing trasporting rolling lowering laying jointing and testing and commissioning of MS specials of minimum 8mm thick such as bends tail pieces reduces etc. conforming to IS-73221985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts cost all labour and giving satisfactory hydraulic test as per IS35892001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 13 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC/MS/CI/AC/DI/PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testingKg175.1175.1500.0FalseNoneNoneFalseNoneFalse87550.00
3881730149067Nonecode25Electrical work supply and fixing required capacity new DP starters for Alum solution tank flocculator flash mixer motor units.Job50000.050000.01.0FalseNoneNoneFalseNoneFalse50000.00
3881731149067Nonecode26Replacement of valves of filter house Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100Perc leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2Orings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For PN-10PN-16 CSR V-5 2023-24 Pg 22 It-2.24.150 mm diaNos21784.521784.51.0FalseNoneNoneFalseNoneFalse21784.50
3881732149067Nonecode27Replacement of valves of filter house Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100Perc leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2Orings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For PN-10 (Note TP set should be considered only for DI pipes estimate. For MS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-16 CSR V-5 2023-24 Pg 22 It-2.24.200 mm diaNos34027.0834027.082.0FalseNoneNoneFalseNoneFalse68054.160
3881733149067Nonecode28Filter media Supplying and placing in position the cleaned Filter media for the filter house of suitable size as per the CPHEEO Guidelines and relevent IS specifications. with all lead and lift etc complete as per the direction of the Engineer-In-Charge. The size of media and depth of layers to be filled should be as shown below from top to bottom.Cum22000.022000.020.0FalseNoneNoneFalseNoneFalse440000.00
3881734149067Nonecode29Chlorinator PVC Pipe line and valves specals fittings and servicingJob15000.015000.01.0FalseNoneNoneFalseNoneFalse15000.00
3881735149067Nonecode30Supply of new chlorine gas container of 900kg (Tonner) capacity (Market Rate)Nos138000.0138000.01.0FalseNoneNoneFalseNoneFalse138000.00
3881736149067Nonecode31Alum Solution to Raw water channel PVC Pipe line Valves and specalsJob20000.020000.01.0FalseNoneNoneFalseNoneFalse20000.00
3881737149067Nonecode32Removing and replacing of existing pipe gallery with 110mm dia UPVC pipes (10kg/cm2) in filter bedJob50000.050000.01.0FalseNoneNoneFalseNoneFalse50000.00
3881738149067Nonecode33Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5 In all kinds of soils (70Perc)Cum108.13108.1351.66FalseNoneNoneFalseNoneFalse5585.99580
3881739149067Nonecode34Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5 In ordinary/soft rock without blasting (20 percet)Cum385.23385.2314.76FalseNoneNoneFalseNoneFalse5685.99480
3881740149067Nonecode35Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5. Hard rock (blasting prohibited) (10percent)Cum1357.751357.757.38FalseNoneNoneFalseNoneFalse10020.1950
3881741149067Nonecode36Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5. In all kinds of soils (60percent)Cum108.13108.1333.948FalseNoneNoneFalseNoneFalse3670.797240
3881742149067Nonecode37Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5. In ordinary/soft rock without blasting (25)Cum457.76457.7614.145FalseNoneNoneFalseNoneFalse6475.01520
3881743149067Nonecode38Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5. Hard rock (blasting prohibited) (15Percent)Cum1499.681499.688.487FalseNoneNoneFalseNoneFalse12727.784160
3881744149067Nonecode39Providing Coffer dam to divert the water during the construction of retaining wall at impound reservoir the job includes arrangement of coffer dam including men and material with all lead and lifts and transportation and as directed by the engineer. CSR V-1 2021-22 Pg 34 Sl No 1166Cum2843.832843.8319.56FalseNoneNoneFalseNoneFalse55625.31480
3881745149067Nonecode40Providing and laying in position 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 136 Using 20 mm nominal size graded crushed coarse aggregates CSR V-1 2023-24 Pg 15 It 2.1.4Cum6403.516403.515.95FalseNoneNoneFalseNoneFalse38100.88450
3881746149067Nonecode41Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR V-1 2023-24 Pg 15 It-2.3.1Cum7163.967163.9617.53FalseNoneNoneFalseNoneFalse125584.21880
3881747149067Nonecode42Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR V-1 2023-24 Pg 16 It 2.3.3Cum7483.477483.4728.29FalseNoneNoneFalseNoneFalse211707.36630
3881748149067Nonecode43Supplying fitting and placing TMT FE 550/550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking laping/welding joints tying with binding wire/soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. CSR V-1 2023-24 Pg 18 It 2.11.hMT81381.3381381.334.58FalseNoneNoneFalseNoneFalse372726.49140
3881749149067Nonecode44Refilling 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. CSR V-I 2023-24 Pg 7 It 1.10Cum164.8164.8130.38FalseNoneNoneFalseNoneFalse21486.6240
3881750149067Nonecode45Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications CSR V-3 2023-24 Pg 129 It 14.4Cum1969.361969.362.7FalseNoneNoneFalseNoneFalse5317.2720
3881751149067Nonecode46Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR Vol-1 2023-24 Pg-8It-1.14.In all kinds of soils (80percent)Cum105.06105.067.02FalseNoneNoneFalseNoneFalse737.52120
3881752149067Nonecode47Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR Vol-1 2023-24 Pg-8It-1.14.In ordinary/soft rock without blasting (15Percent)Cum373.89373.893.24FalseNoneNoneFalseNoneFalse1211.40360
3881753149067Nonecode48Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work CSR Vol-1 2023-24 Pg-8It-1.14 Hard rock (blasting prohibited) (5Percent)Cum1044.421044.420.54FalseNoneNoneFalseNoneFalse563.98680
3881754149067Nonecode49Providing and laying in position 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 148 Using 40 mm nominal size graded crushed coarse aggregates CSR V-1 2023-24 Pg 15 It 2.1.2Cum5833.925833.921.8FalseNoneNoneFalseNoneFalse10501.0560
3881755149067Nonecode50Providing Size Stone masonry with hard stone in foundation and plinth with Cement mortar 16 (1 cement6 coarse sand) CSR V-2 2023-24 Pg 9 It 5.4Cum6580.676580.6717.1FalseNoneNoneFalseNoneFalse112529.4570
3881756149067Nonecode51Providing and laying in position 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 136 Using 20 mm nominal size graded crushed coarse aggregates CSR V-1-2023-24 Pg-15 It-2.1.4Cum6403.516403.511.8FalseNoneNoneFalseNoneFalse11526.3180
3881757149067Nonecode52Providing Flush/ Ruled pointing Pointing on stone work with cement mortar 1:3 (1 cement3 fine sand) after raking joints to depth nicely lining including cost of materials labour curing as per specifications and as per directions of Engineer-in-charge. CSR V-2 2023-24 Pg 44 It 8.19.1Sqm262.65262.656.0FalseNoneNoneFalseNoneFalse1575.90
3881758149067Nonecode53Supplying at site Angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 2 equal angles of 65x65x6 mm welded together (excluding cost of earthwork and concrete) Weight per meter for 2x65x65x6 size equal to 5.8 kg CSR Vol-2 2023-24 Pg 95 It 11.57.2Kgs116.39116.39464.0FalseNoneNoneFalseNoneFalse54004.960
3881759149067Nonecode54Providing and fixing Steel work welded in built up sections/ framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings frames guard bar ladder railings brackets gates and similar works including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR Vol-2 2023-24 Pg 84 It 11.25.2Kgs140.08140.08880.11FalseNoneNoneFalseNoneFalse123285.80880
3881760149067Nonecode55Providing and fixing Steel work in built up tubular (round square or rectangular hollow tubes etc.) trusses etc including cutting hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR Vol-2 2023-24 Pg 82 It 11.16.1Kgs140.08140.08200.0FalseNoneNoneFalseNoneFalse28016.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17249415180000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17249415180000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17249415180001NoneNoneELIGIBILITYBidders shall ensure upload of relevant document as prescribed in the tender document.None
17249415180000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17249415180000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneProposals 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)NoneNone
NoneNoneNoneNoneAchieved in at least two financial year an average annual financial turnover of Rs. 40.00 lakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneExecuted in any one year (for a continuous period of 12 months) the following minimum quantities of work. EWE-113 Cum, PCC/RCC-43 Cum, TMT steel-3.7 MT, Structural Steel-1236kgs, Supplying and placing in position the cleaned Filter media-16 CumOthersWorkdone certificate 80% qty
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTenderer 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 yearOthersNot applicable
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Not applicable
NoneNoneNoneNonePWD class 3 contractor registration certificateOthersPWD contractor registration certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneAs per tender documentOthersAs per tender document
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- As per tender document
NoneNoneNoneNoneList of existing commitments and ongoing worksOthersList of existing commitments and ongoing works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of existing commitments and ongoing works
NoneNoneNoneNoneliquid assets and or availability of credit facilities of not less than Rs.12.00 LakhsOthersLine Of Credit
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneSatisfactory completed, at least one Similar work of Road work value not less than Rs. 20.00 lakhsOtherssimilar nature workdone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
Workdone CertificateTrueTechnical Bid
Bankers certificateTrueTechnical Bid
As per tender documentTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Other WorksMandyaPandavapuraMandyaPANDAVAPURAPANDAVAPURA TMC LimitNoneNoneNoneNoneNoneNone
tenderAddress
createdTs1724944309000
version0
createdDateNone
modifiedDateNone
blockNumberDUDC, DC office, Mandya
streetNone
cityMandya
stateKarnataka
pin571401
tenderRecallDTONone