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noticeInvitingTenderDTO	createdTs 1726319694769 version 15 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 2700000.00 bidValueType LUMPSUM bidValueTypeText Lumpsum tenderReceiptClose 19-10-2024 16:00:00 tenderQueryClose 03-10-2024 16:00:00 technicalBidOpen 22-10-2024 11:00:00 publishedDate 19-09-2024 10:14:34 publishedByPost KNNL_EE_DIV_HBC_ATN publishedByUser KPE16992 - PRAVEEN HUNASHIKATTI bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 04-10-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Sri Deepak Kamble splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08289251034 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726319694802 version 4 createdDate None modifiedDate None tenderNumber KNNL/2024-25/OW/WORK_INDENT1624 title Survey, Investigation, Design, Supply, Installation, Testing and Commissioning of Lift Irrigation System for Filling up of 6 Nos MI / ZP tanks by lifting water from Krishna River Near Ganeshwadi Village of Kagwad Taluk including Operation and Maintenance for a period of 5 years after successful completion of work for KAGWAD TANK FILLING SCHEME- STAGE II on Turn-Key Basis description Survey, Investigation, Design, Supply, Installation, Testing and Commissioning of Lift Irrigation System (Head Works consisting of construction of Intake well with connecting pipe, Jack well cum pump house, Vertical Turbine Pumps coupled to Motors, Pump house Electrical works, Necessary valves, Delivery Pipe, Manifold system electrical panel, soft starter, capacitors, 11 KV power transformer, 11/0.433 KV sub-station, 11 KV power line and 11 KV Terminal bay, Rising Main, Pressure Distribution, Gravity Distribution, Stand Pipe) for Filling up of 6 Nos MI / ZP tanks by lifting water from Krishna River Near Ganeshwadi Village of Kagwad Taluk including Operation and Maintenance for a period of 5 years after successful completion of work for KAGWAD TANK FILLING SCHEME- STAGE-II on Turn-Key Basis category WORKS categoryText Works ecv 267554275.00 deptName Karnataka Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 3933 locationName KNNL Division HBC Div Athani provisionalAmount 267554275.0 groupOverheadTotal 40813363.98 fileNumber kagwad/stageII/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726319695000 0 None None Other Works Part - A Civil Works 195601455.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4008963 155177 None code01 Part A Civil Works Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. .3. By Mechanical Means using Motor Grader ha 4.13 4.13 128575.0 False None None False None False 531014.75 0 4008964 155177 None code02 Clearing and grubbing land including uprooting rank vegetable grass, bushes, shrubs, saplings and trees upto 300mm girth by manual means, in areas of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials from road boundary etc. including cost of labour charges, all lead and lifts, etc. complete as directed by the Engineer in charge Sqm 18.9 18.9 8004.1 False None None False None False 151277.49 0 4008965 155177 None code03 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails . boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata . All kinds of soils In all kinds of soils Depth upto 1.5 m Cum 275.1 275.1 8466.0 False None None False None False 2328996.6 0 4008966 155177 None code04 Earth work excavation for pipeline trenches by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails . bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata . Ordinary.soft rock .without requiring blasting. Ordinary.soft rock .without requiring blasting. Depth upto 1.5 m Cum 476.7 476.7 17293.0 False None None False None False 8243573.1 0 4008967 155177 None code05 Ordinary.soft rock .without requiring blasting. Depth exceeding 1.5 m, but not exceeding 3.0 m Cum 584.85 584.85 1285.0 False None None False None False 751532.25 0 4008968 155177 None code06 Earth work excavation for pipeline trenches by mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials,barricading, caution lights, bracing, using sight rails . boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata . Hard rock .requiring blasting. Hard rock .requiring blasting. Depth upto 1.5 m Cum 702.45 702.45 2509.0 False None None False None False 1762447.05 0 4008969 155177 None code07 Hard rock .requiring blasting. Depth exceeding 1.5 m, but not exceeding 3 m Cum 789.6 789.6 1178.0 False None None False None False 930148.8 0 4008970 155177 None code08 Hard rock .blasting prohibited. Depth upto 1.5 m Cum 1064.7 1064.7 475.0 False None None False None False 505732.5 0 4008971 155177 None code09 Hard rock .blasting prohibited. Depth exceeding 1.5 m, but not exceeding 3 m Cum 1176.0 1176.0 233.0 False None None False None False 274008.0 0 4008972 155177 None code10 Excavation in hard rock of all toughness including boulders above 0.6m dia. . 0.113 cum . by approved controlled blasting methods forfoundations of canal cross drainage and other appurtenant structures for control of vibrations and by making muffling arrangements for control of fly.rock and by adopting any one or combination of line drilling . pre.splitting . smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials,machinery, labour and all other ancillary operations complete..Organisation specific. Cum 1032.15 1032.15 906.0 False None None False None False 935127.9 0 4008973 155177 None code11 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded . submerged arc welded mild steel .Fe.410 grade. raising main pipe of specified diameter and plate thickness provided with flanges . outlets wherever required for connecting to manifold system .for fixing valves and provided with 2 coat of 60 mm micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25 mm thick outer lining of CM 1.3 propotion by volume .aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips. over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure etc.,complete as per specifications and approved drawings with all lead and lifts. 1000 mm ID, 6.00 mm thick MS Pipe m 17684.6 17684.6 1.0 False None None False None False 17684.6 0 4008974 155177 None code12 398.4 mm ID, 4.00 mm thick MS Pipe m 4040.52 4040.52 7457.0 False None None False None False 30130157.64 0 4008975 155177 None code13 315 mm ID, 11.00 mm thick MS Pipe m 11209.85 11209.85 4.5 False None None False None False 50444.325 0 4008976 155177 None code14 150.0 mm ID, 5.00 mm thick MS Pipe m 1977.49 1977.49 194.0 False None None False None False 383633.06 0 4008977 155177 None code15 200.0 mm ID, 5.00 mm thick MS Pipe m 2685.76 2685.76 74.0 False None None False None False 198746.24 0 4008978 155177 None code16 Providing and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms.cu cm and viscosity of 1000.2000 cps . 150 gms.sqm followed by seven layers.4mm thick. of polythene polymerised bitumen and polyester of local 7 layers. pipe coat 4 mm should conform to requirement of IS. 10221 and AWWA C.203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete. Sqm 794.0 794.0 9709.0 False None None False None False 7708946.0 0 4008979 155177 None code17 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, stubends, flanged sets, bedns, reducers etc. complete .Contractor will make his own arrangements for procuring water for testing. etc. HDPE Grade PE 100.PN 10, 200 mm dia m 1694.7 1694.7 2234.0 False None None False None False 3785959.8 0 4008980 155177 None code18 HDPE Grade PE 100.PN 3, 280 mm dia m 1269.45 1269.45 357.0 False None None False None False 453193.65 0 4008981 155177 None code19 HDPE Grade PE 100.PN 3, 200 mm dia m 710.85 710.85 2531.0 False None None False None False 1799161.35 0 4008982 155177 None code20 HDPE Grade PE 100.PN 4, 200 mm dia m 835.8 835.8 357.0 False None None False None False 298380.6 0 4008983 155177 None code21 HDPE Grade PE 100.PN 4, 280 mm dia m 1529.85 1529.85 1755.0 False None None False None False 2684886.75 0 4008984 155177 None code22 HDPE Grade PE 100.PN 4, 315 mm dia m 1864.8 1864.8 3264.0 False None None False None False 6086707.2 0 4008985 155177 None code23 HDPE Grade PE 100.PN 3, 315 mm dia m 1555.05 1555.05 4887.0 False None None False None False 7599529.35 0 4008986 155177 None code24 HDPE Grade PE 100.PN 4, 355 mm dia m 2346.75 2346.75 3346.0 False None None False None False 7852225.5 0 4008987 155177 None code25 Manufacturing, providing, transporting, rolling, lowering, laying, jointing . testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS.7322.1985 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 IS.3589.2001 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 1.3 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 testing. Kg 178.5 178.5 12100.0 False None None False None False 2159850.0 0 4008988 155177 None code26 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. Sqm 168.0 168.0 28313.38 False None None False None False 4756647.84 0 4008989 155177 None code27 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary .demarcation . chainage. arrow stones including cost of all materials,labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts. Each 283.5 283.5 2576.0 False None None False None False 730296.0 0 4008990 155177 None code28 Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC.8.1980, fixing in position including painting and printing etc. .ii. Ordinary Km stone .precast. Each 3073.35 3073.35 87.0 False None None False None False 267381.45 0 4008991 155177 None code29 Providing casing embankment using semi.pervious soil available from excavation in layers of 250 to 300 mm . before compaction .including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness,sorting out, breaking clods, levelling, sectioning edges . sides, watering,compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 138.6 138.6 1150.0 False None None False None False 159390.0 0 4008992 155177 None code30 Providing Murrum bedding for the pipe line trenches in block cotton and rock reaches including watering and consolidationby punners etc. complete with all lead and all lifts. Cum 861.0 861.0 38.0 False None None False None False 32718.0 0 4008993 155177 None code31 Installation of product pipe by manual jacking method . Manufacturing, providing, transporting, rolling, lowering, laying . jointing, testing, commissioning of ERW .Electric Resistance Welded., SAW .Submerged Arc Welded. MS pipe .Fe.410 grade. conforming to IS 3589.2001 with latest ammendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lead ,lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming . Jacking method to cross Railway track . NH .BDA .BBMP.Other roads.Existing utilities . NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP.MS or other similar material should be provided in between carrier . casing pipe to prevent carrier pipe forming metallic contact with casing pipe. Note . a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, cost of consumables, fuel charges, labour. d. The cost of jacking and receving pits shall be proposed seperatelly as per site requirement. Jacking of 900 mm dia . 16mm thick M.S. Casing Pipe. m 55854.75 55854.75 176.0 False None None False None False 9830436.0 0 4008994 155177 None code32 Jacking of 900 mm dia . 10mm thick M.S. Casing Pipe. m 42005.25 42005.25 60.0 False None None False None False 2520315.0 0 4008995 155177 None code33 Earth work excavation for Foundation by mechanical means for all works . 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 . 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 . other appurtenaces required to complete the work In all kinds of soils depth upto 3 m Cum 107.1 107.1 2206.2 False None None False None False 236284.02 0 4008996 155177 None code34 Earth work excavation for Foundation by mechanical means for all works . 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 . 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 . other appurtenaces required to complete the work In ordinary.soft rock without blasting upto 1.5 m depth Cum 381.15 381.15 2835.0 False None None False None False 1080560.25 0 4008997 155177 None code35 Depth 1.5 m to 3.0 m Cum 446.25 446.25 769.4 False None None False None False 343344.75 0 4008998 155177 None code36 Depth exceeding 12.0 m, but not exceeding 13.5 m Cum 651.48 651.48 266.0 False None None False None False 173293.68 0 4008999 155177 None code37 Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including stting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery . all other appurtenaces required to complete the work Cum 581.7 581.7 354.0 False None None False None False 205921.8 0 4009000 155177 None code38 In Hard Rock . requiring blasting. Depth upto 1.50m Cum 654.15 654.15 273.0 False None None False None False 178582.95 0 4009001 155177 None code39 2 Depth exceeding 1.5 m, but not exceeding 3 m Cum 746.55 746.55 225.0 False None None False None False 167973.75 0 4009002 155177 None code40 Depth exceeding 4.5m, but not exceeding 6m Cum 783.87 783.87 225.0 False None None False None False 176370.75 0 4009003 155177 None code41 Depth exceeding 6.0 m, but not exceeding 7.5m Cum 823.07 823.07 150.0 False None None False None False 123460.5 0 4009004 155177 None code42 Depth exceeding 13.5m, but not exceeding 15.0m Cum 1050.47 1050.47 244.0 False None None False None False 256314.68 0 4009005 155177 None code43 Depth exceeding 15.0m, but not exceeding 16.5m Cum 1102.99 1102.99 230.0 False None None False None False 253687.7 0 4009006 155177 None code44 Depth exceeding 16.50m, but not exceeding 18.00m Cum 1158.14 1158.14 230.0 False None None False None False 266372.2 0 4009007 155177 None code45 Depth exceeding 18.0m, but not exceeding 19.50m Cum 1216.05 1216.05 230.0 False None None False None False 279691.5 0 4009008 155177 None code46 Depth exceeding 19.5m, but not exceeding 21.0m Cum 1276.85 1276.85 230.0 False None None False None False 293675.5 0 4009009 155177 None code47 Depth exceeding 21.0m, but not exceeding 22.5m Cum 1340.69 1340.69 230.0 False None None False None False 308358.7 0 4009010 155177 None code48 Depth exceeding 22.5m, but not exceeding 24.0m Cum 1407.73 1407.73 77.0 False None None False None False 108395.21 0 4009011 155177 None code49 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works . other parallel works from 0.50m to 3.50 m height. 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 necesary, including all lead . lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all 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 6971.1 6971.1 137.8 False None None False None False 960617.58 0 4009012 155177 None code50 Columns Cum 9958.72 9958.72 4.5 False None None False None False 44814.24 0 4009013 155177 None code51 Columns Cum 11286.55 11286.55 4.1 False None None False None False 46274.855 0 4009014 155177 None code52 Floor and Roof beams Cum 10622.64 10622.64 6.4 False None None False None False 67984.896 0 4009015 155177 None code53 Slabs Cum 9958.72 9958.72 9.3 False None None False None False 92616.096 0 4009016 155177 None code54 Chejja Cum 9626.76 9626.76 1.1 False None None False None False 10589.436 0 4009017 155177 None code55 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6985.44 6985.44 500.8 False None None False None False 3498308.352 0 4009018 155177 None code56 0 to 5m Cum 11309.76 11309.76 10.0 False None None False None False 113097.6 0 4009019 155177 None code57 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 to 5m Cum 7433.05 7433.05 315.2 False None None False None False 2342897.36 0 4009020 155177 None code58 For Piers and abutments 0 to 5m Cum 7787.01 7787.01 112.0 False None None False None False 872145.12 0 4009021 155177 None code59 5 m upto 10 m Cum 7787.01 7787.01 112.0 False None None False None False 872145.12 0 4009022 155177 None code60 beyond 10 m upto 15 m Cum 7787.01 7787.01 112.0 False None None False None False 872145.12 0 4009023 155177 None code61 beyond 15 m upto 20 m Cum 7787.01 7787.01 112.0 False None None False None False 872145.12 0 4009024 155177 None code62 beyond 20 m upto 25 m Cum 7787.01 7787.01 112.0 False None None False None False 872145.12 0 4009025 155177 None code63 beyond 25 m upto 30 m Cum 7787.01 7787.01 2.3 False None None False None False 17910.123 0 4009026 155177 None code64 For Beams and Lintels 0 to 5m Cum 11326.56 11326.56 18.8 False None None False None False 212939.328 0 4009027 155177 None code65 Slabs 0 to 5 m Cum 10618.65 10618.65 21.9 False None None False None False 232548.435 0 4009028 155177 None code66 For Beams and Lintels M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 to 5m Cum 11771.76 11771.76 21.2 False None None False None False 249561.312 0 4009029 155177 None code67 5 m upto 10 m Cum 12301.48 12301.48 17.6 False None None False None False 216506.048 0 4009030 155177 None code68 beyond 10 m upto 15 m Cum 12389.77 12389.77 36.4 False None None False None False 450987.628 0 4009031 155177 None code69 0 to 5m Cum 12507.49 12507.49 20.4 False None None False None False 255152.796 0 4009032 155177 None code70 5 m upto 10 m Cum 13125.51 13125.51 20.0 False None None False None False 262510.2 0 4009033 155177 None code71 beyond 10 m upto 15 m Cum 13228.51 13228.51 10.0 False None None False None False 132285.1 0 4009034 155177 None code72 0 to 5m Cum 11036.02 11036.02 16.5 False None None False None False 182094.33 0 4009035 155177 None code73 10 m upto 15 m Cum 11551.03 11551.03 52.4 False None None False None False 605273.972 0 4009036 155177 None code74 0 to 5m Cum 8093.08 8093.08 58.2 False None None False None False 471017.256 0 4009037 155177 None code75 10 m upto 15 m Cum 8196.08 8196.08 37.4 False None None False None False 306533.392 0 4009038 155177 None code76 Supplying, 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 t 82961.55 82961.55 258.58 False None None False None False 21452197.599 0 4009039 155177 None code77 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. One coats on old work as per specifications and as per directions of Engineer in charge. Sqm 86.1 86.1 72.0 False None None False None False 6199.2 0 4009040 155177 None code78 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge. Kg 118.65 118.65 2100.0 False None None False None False 249165.0 0 4009041 155177 None code79 Filling available excavated earth .excluding rock. in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Sqm 279.3 279.3 5827.6 False None None False None False 1627648.68 0 4009042 155177 None code80 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lifts. Sqm 477.75 477.75 617.0 False None None False None False 294771.75 0 4009043 155177 None code81 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1.5 proportion by volume with pointing joints in CM 1.3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing, curing and all othe ancillary operations complete 450mm thick Sqm 681.45 681.45 48.0 False None None False None False 32709.6 0 4009044 155177 None code82 Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure, platfom, railing, ladder with all accessories for operating canal escape . regulator gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings. Note. 1. Capacity of hoist in t with 25 . reserve capacity .2.50 x Wt of gate. . Hoist capacity shall be rounded off to next 1 tonne . Weight of hoist with all accessories. 300 kg per tonne capacity of hoist 2. Quantity of structural steel . 61.2 . of computed weight for 1 hoist t 50085.0 50085.0 2.3 False None None False None False 115195.5 0 4009045 155177 None code83 Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding, finishing,cleaning,applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings. t 138390.0 138390.0 1.35 False None None False None False 186826.5 0 4009046 155177 None code84 Design, fabrication, supply, erection, testing and commissioning of sliding type stoplog gate consisting of skin plate, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, stiffeners, guide shoes, rubber seals with all accessories for pump house intake vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and allother ancillary operations complete as per specifications and approved drawings. t 169050.0 169050.0 0.9 False None None False None False 152145.0 0 4009047 155177 None code85 Supply and fixing of Single . Double chamber triple function tamper proof .Both the orifces to be housed in the single chamber. Air valves with Body and cover in Ductile cast iron of grade GGG 40.50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy . SS 304 steel, DN 50 float of HOSTAFLON . SS 304 and gaskers and seals of EPDM. Epoxy powder coating .EP.P. inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up.2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For TP Air Valves of 80mm dia Valve PN16.0 Each 30455.25 30455.25 7.0 False None None False None False 213186.75 0 4009048 155177 None code86 For TP Air Valves of 80mm dia Valve PN10.0 Each 30455.25 30455.25 40.0 False None None False None False 1218210.0 0 4009049 155177 None code87 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron .DI. conforming to IS. 1865 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 100. leak proof with face to face dimensions as per IS 14846.2000 only.The stem sealing should be with toroidal sealing rings .minimum 2 “ O“ rings.. Body and bonut 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 . nuts and rubber insertions etc. but excluding earth work. .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. 100 mm diameter Scour valve with accessories.PN.16 Each 13078.8 13078.8 3.0 False None None False None False 39236.4 0 4009050 155177 None code88 100 mm diameter Scour valve with accessories.PN.10 Each 11428.2 11428.2 19.0 False None None False None False 217135.8 0 4009051 155177 None code89 For Sluice Valve of PN 16.0 and 200mm Each 34687.8 34687.8 4.0 False None None False None False 138751.2 0 4009052 155177 None code90 For Sluice Valve of PN 16.0 and 150mm Each 22207.5 22207.5 8.0 False None None False None False 177660.0 0 4009053 155177 None code91 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1.4 .1 cement . 4 coarse sand. including cost of all materials, labour, scaffolding and usage charges of machinery . other incidental charges complete as per the direction of engineer incharge of work. Cum 8621.55 8621.55 39.7 False None None False None False 342275.535 0 4009054 155177 None code92 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. Cum 450.45 450.45 838.0 False None None False None False 377477.1 0 4009055 155177 None code93 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS. 4454 . part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge. Sqm 2764.65 2764.65 13.5 False None None False None False 37322.775 0 4009056 155177 None code94 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber . neoprene gasket etc. complete as per the architectural drawings and the directions of engineer.in.charge . .Cost of aluminium snap beading shall be paid in basic item..With float glass panes of 4.0 mm thickness .weight not less than 10kg. m2. including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge. Sqm 1037.4 1037.4 7.0 False None None False None False 7261.8 0 4009057 155177 None code95 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge. Kg 144.9 144.9 3446.0 False None None False None False 499325.4 0 4009058 155177 None code96 Providing and constructing protective railing consisting of cast in.situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M.20 .28 days cube compressive strength not less than 20 N . sq mm. grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint includingcost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing etc., complete with all lead and lifts. m 1778.7 1778.7 66.0 False None None False None False 117394.2 0 4009059 155177 None code97 Finishing walls with water proofing cement paint of required shade .New work .Two coats applied . 4.84 kg.10 m2. to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer.in.charge Sqm 93.45 93.45 498.4 False None None False None False 46575.48 0 4009060 155177 None code98 Finishing walls with 100. Premium acrylic emulsion paint having VOC less than 50 gm.litre and UV resistance as per IS 15489.2004, Alkali . fungal resistance, dirt resistance exterior paint of required shade .Company Depot Tinted. with silicon additives, New work .Two coats applied . 1.43 litre. 10 m2. Over and including priming coat of exterior primer applied . 0.90 litre.10 m2 with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer.in.charge. Sqm 163.8 163.8 937.4 False None None False None False 153546.12 0 4009061 155177 None code99 Construction of Granular Sub.Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. By mix in place method .B.. Note.. Any one of the grading for GSB material may be adopted as per design IRC.37.2018. For Grading .V Material Cum 2476.95 2476.95 58.0 False None None False None False 143663.1 0 4009062 155177 None code100 Wet Mix Macadam .Plant mix method.Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver.grader in sub.base . base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 635.9 False None None False None False 1708631.505 0 4009063 155177 None code101 Bituminous Concrete Grading II for traffic .20 MSA Providing and laying Bituminous Concrete with 40.60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG.30, . 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Cum 11501.7 11501.7 5.6 False None None False None False 64409.52 0 4009064 155177 None code102 Providing and laying Semi Dense Bituminous Concrete with 40.60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG.30 . 5. by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Cum 10659.6 10659.6 93.75 False None None False None False 999337.5 0 4009065 155177 None code103 Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG.30, . 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.. Cum 9298.8 9298.8 199.7 False None None False None False 1856970.36 0 4009066 155177 None code104 Providing 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge. Kg 118.65 118.65 480.9 False None None False None False 57058.785 0 4009067 155177 None code105 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete. Fixed to steel windows by welding Kg 176.4 176.4 199.8 False None None False None False 35244.72 0 4009068 155177 None code106 Providing and laying vitrified floor tiles in different sizes .thickness to be specified by the manufacturer. with water absorption less than 0.08. and conforming to IS. 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1.4 .1 cement . 4 coarse sand., jointing with grey cement slurry . 3.3 kg. m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm Sqm 1202.25 1202.25 52.1 False None None False None False 62637.225 0 4009069 155177 None code107 Providing and fixing 1st quality ceramic glazed floor 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 1.3 .1 cement. 3 coarse sand. and jointing with grey cement slurry . 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 1161.3 1161.3 9.3 False None None False None False 10800.09 0 4009070 155177 None code108 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1.3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 1521.45 1521.45 33.3 False None None False None False 50664.285 0 4009071 155177 None code109 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 105.0 105.0 273.3 False None None False None False 28696.5 0 4009072 155177 None code110 Interior Painting. Wall painting with premium acrylic emulsion paint of interior grade, having VOC .Volatile Organic Compound . content less than 50 grams. litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Sqm 115.5 115.5 273.3 False None None False None False 31566.15 0 4009073 155177 None code111 Providing and laying in.situ vibrated M.15 . 28 days cube compressive strength not less than 15 N . sq mm. grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts. Cum 6370.35 6370.35 127.21 False None None False None False 810372.2235 0 4009074 155177 None code112 Construction of sub.grade and earthen shoulders with approved material obtained from borrow pits with all lifts . leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300.2 Cum 517.65 517.65 1227.0 False None None False None False 635156.55 0 4009075 155177 None code113 Construction of Granular Sub.Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading .VI Material Cum 2659.65 2659.65 500.0 False None None False None False 1329825.0 0 4009076 155177 None code114 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. A. .i. Prime Coat over WMM.WBM Sqm 43.05 43.05 3750.0 False None None False None False 161437.5 0 4009077 155177 None code115 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg.m2 on the prepared bituminous surface cleaned with mechanical broomTack coat on Bituminous surface Sqm 12.6 12.6 3750.0 False None None False None False 47250.0 0 4009078 155177 None code116 Construction of Embankment by excavating the available approved Gravel.Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage. all other appurtenaces required to complete the work. Cum 497.7 497.7 2404.4 False None None False None False 1196669.88 0 4009079 155177 None code117 Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching. cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. Sqm 117.6 117.6 174.0 False None None False None False 20462.4 0 4009080 155177 None code118 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 upto 20 m. 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 . Borewell depth of 0 to 50 m m 388.5 388.5 50.0 False None None False None False 19425.0 0 4009081 155177 None code119 Borewell depth of 50 to 100 m m 487.2 487.2 50.0 False None None False None False 24360.0 0 4009082 155177 None code120 Providing and fixing of retro. reflectorised cautionary, mandatory and informatory sign as per IRC.67.2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm.4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC.67.2012. Each 3754.8 3754.8 8.0 False None None False None False 30038.4 0 4009083 155177 None code121 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270.2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387.1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5.7m both ends.threaded conforming to IS 554.1985 one end fixed with socket conforming to IS 4270.2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg.m.prices include Collar.Medium duty m 2029.65 2029.65 110.0 False None None False None False 223261.5 0 4009084 155177 None code122 Providing and laying at site of work MS casing caps as per IS 1239 .part. II. 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm .minimum.. The dimensions of caps and colars shall be strictly as per IS 1239 .Part.II. 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge Each 172.2 172.2 1.0 False None None False None False 172.2 0 4009085 155177 None code123 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034.2000.3Phase, SS Bowl . Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. 7.50 HP . 135 LPM . 140 m . 10 STG Outlet Dia . 2.00” Each 38451.0 38451.0 1.0 False None None False None False 38451.0 0 4009086 155177 None code124 Supply and delivery at site GM .copper alloy. gate valves confirming to Class.I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554. 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 50 mm dia GM .Copper alloy. Gate valves Each 1772.4 1772.4 1.0 False None None False None False 1772.4 0 4009087 155177 None code125 Providing GM .copper alloy. reflex valves. globe valves confirming to Class.I and as per IS 778.1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554. 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. For 50 mm dia GM .Copper alloy. Globe valves Each 833.7 833.7 1.0 False None None False None False 833.7 0 4009088 155177 None code126 Providing, Laying and Fixing GI pipes conforming to IS 1239.1990 with latest amendments complete with GI fittings .excluding the cost of fittings. with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. .contractor will make his own arrangements for procuring water for testing. Light Duty GI pipe of 50mm dia m 464.1 464.1 130.0 False None None False None False 60333.0 0 4009089 155177 None code127 Providing wrought mild steel .galvanized. 15 mm dia GI collar confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI collar. Each 280.35 280.35 25.0 False None None False None False 7008.75 0 4009090 155177 None code128 Supply and delivery at site wrought middle steel .galvanized. GI bend confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI BEND Each 375.9 375.9 10.0 False None None False None False 3759.0 0 4009091 155177 None code129 Supply and delivery at site wrought middle steel .galvanized. GI tee confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI TEE Each 311.85 311.85 5.0 False None None False None False 1559.25 0 4009092 155177 None code130 Supply and delivery at site wrought middle steel .galvanized. GI union confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI Union Each 280.35 280.35 10.0 False None None False None False 2803.5 0 4009093 155177 None code131 Supply and delivery at site wrought middle steel .galvanized. GI plugs confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI Plugs Each 208.95 208.95 10.0 False None None False None False 2089.5 0 4009094 155177 None code132 Supply and delivery at site wrought middle steel .galvanized. GI back nut. check nut confirming to IS 1239.II, 1991 with latest amendments if any.For 50 mm dia GI Black nut Each 280.35 280.35 15.0 False None None False None False 4205.25 0 4009095 155177 None code133 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Cum 591.15 591.15 78.0 False None None False None False 46109.7 0 4009096 155177 None code134 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 338.1 338.1 6.0 False None None False None False 2028.6 0 4009097 155177 None code135 Supplying S.S RCC SPUN . VIBRATED CAST PIPES .REINFORCED. pipes NP.3 Class conforming to IS.458.1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS. 5382 for S.S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. .Contractor will make his own arrangements for procuring water for testing.. Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 800 mm dia. m 4532.85 4532.85 526.0 False None None False None False 2384279.1 0 4009098 155177 None code136 RCC NP3 Class pipe of 1000 mm dia. m 5746.65 5746.65 100.0 False None None False None False 574665.0 0 4009099 155177 None code137 KSRRB M800.11.1.Painting lines, dashes, arrows etc.,on Roads in two coats on New Work..Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS.164.2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Sqm 213.15 213.15 12.0 False None None False None False 2557.8 0 4009100 155177 None code138 Supply and fixing of DI Double flanged wafer type . Concentric. . double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 . IS 13095 with shaft shall be of stainless steel AISI 410.431.420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished.Bolted External Seat of SS 304 . CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558.1 Basic series 14 .DIN 3203 F4. or AWWA C 504 . 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. . All the drilled holes in the body shall be of though holes, no tapped holes will be allowed. For Butterfly Valve of PN 16.0 and 400mm Each 98956.2 98956.2 1.0 False None None False None False 98956.2 0 4009101 155177 None code139 For Butterfly Valve of PN 10.0 and 300mm Each 64111.95 64111.95 3.0 False None None False None False 192335.85 0 4009102 155177 None code140 For Butterfly Valve of PN 10.0 and 200mm Each 34312.95 34312.95 4.0 False None None False None False 137251.8 0 4009103 155177 None code141 Providing hearting . casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm . before compaction. including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges .sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 642.6 642.6 11175.0 False None None False None False 7181055.0 0 4009104 155177 None code142 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix .1.3 .1 cement. 3 fine sand. to brick 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 Set 339.15 339.15 322.0 False None None False None False 109206.3 0 4009105 155177 None code143 Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with MS angle of 65 x 65 x 8mm 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1.2.4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with. MS angle of 65 x 65 x 8mm m 4595.85 4595.85 118.7 False None None False None False 545527.395 0 4009106 155177 None code144 150 mm dia .Float Valve Each 140162.0 140162.0 4.0 False None None False None False 560648.0 0 4009107 155177 None code145 M.S.Fabricated Self Acting Air Cushion Valves with D.I.soft seated Isolating GateValve, FLANGES DRILL TO IS.1538 of specified diameter with all fixtures including cost of all materials, machinery, labouretc. including associated MSStub and flanges,complete with all leads and lifts. 100mm diameter Air Cushion valve with accessories for PN 10 Each 82806.0 82806.0 4.0 False None None False None False 331224.0 0 4009108 155177 None code146 Supplying, fixing and commissioning of stainless steel 304 orifice plate specified diameter with all fixtures including cost of all materials, machinery, labour etc., including associated MS Stub and flanges,complete with all leads and lifts. 200 mm dia. Each 54200.0 54200.0 5.0 False None None False None False 271000.0 0 4009109 155177 None code147 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two .O. rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 300 ID TEE . fitting for 300mm dia pipes Each 2016.0 2016.0 49.0 False None None False None False 98784.0 0 4009110 155177 None code148 200 ID TEE . fitting for 200mm dia pipes Each 1363.95 1363.95 17.0 False None None False None False 23187.15 0 4009111 155177 None code149 110 mm PE 100 PN 3 Each 270.9 270.9 220.0 False None None False None False 59598.0 0 4009112 155177 None code150 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting . stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, blasting materials, tools, usage of Machinery . all other appurtenaces required to complete the work Cum 581.7 581.7 121.34 False None None False None False 70583.478 0 4009113 155177 None code151 0 to 5m Cum 654.15 654.15 89.78 False None None False None False 58729.587 0 4009114 155177 None code152 Providing Size Stone masonry with hard stone in foundation . plinth with Cement mortar 1.6 .1 cement . 6 coarse sand. Cum 6708.45 6708.45 26.5 False None None False None False 177773.925 0 4009115 155177 None code153 Ceiling plastering . Providing 12 mm cement plaster with cement mortar 1.4 .1 cement. 4 fine sand. to brick 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 267.75 267.75 273.3 False None None False None False 73176.075 0 4009116 155177 None code154 Outside plastering . Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1.5 .1 cement . 5 coarse sand. finished with a top layer 6 mm thick cement plaster with cement mortar 1.6 .1 cement . 6 fine sand. to brick 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 389.55 389.55 147.2 False None None False None False 57341.76 0 4009117 155177 None code155 Door.Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves .excluding cost of cement concrete and side clamps., but including cost of materials, labour, usage charges complete as per specifications. Cum 144977.7 144977.7 1.0 False None None False None False 144977.7 0 4009118 155177 None code156 Doors . Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. . excluding cost of fixtures . Sqm 7816.2 7816.2 9.6 False None None False None False 75035.52 0 4009119 155177 None code157 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. .excluding cost of fixtures. Sqm 7439.25 7439.25 4.9 False None None False None False 36452.325 0 4009120 155177 None code158 Doors .SOLID PVC DOOR FRAME Providing . fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners . jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65.80mm size complete as per manufacturers specification . direction of Engineerin. charge.. m 333.9 333.9 0.2 False None None False None False 66.78 0 4009121 155177 None code159 Doors. Providing . fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top . bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet . 30x50mm wide to form stiles . 5mm thick . 75mm wide Prelaminated PVC Sheets for top rail, lock rail . bottom rail on either side . 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail . bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles . rails with PVC Designer beading on either side . joined together with solvent cement adhesive etc., Complete as per manufacturers specification . direction of Engineer.in.charge fixed to frames with 3 nos of 75mm Aluminium hinges..do. with both side prelam Sqm 2484.3 2484.3 1.7 False None None False None False 4223.31 0 4009122 155177 None code160 Providing 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 . 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 1.2.4 Using 20 mm nominal size graded crushed coarse aggregates Cum 6463.8 6463.8 30.3 False None None False None False 195853.14 0 4009123 155177 None code161 1000 mm dai pipe Cum 9952.95 9952.95 15.0 False None None False None False 149294.25 0 4009124 155177 None code162 Finishing with Epoxy paint .two coats. at all locations prepared and applied as per manufacturer.s specifications including appropriatepriming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease,dirt and foreign matter, cost of materials, labour complete as perspecifications and as per directions of Enginer.in.charge. Sqm 184.8 184.8 4.6 False None None False None False 850.08 0 4009125 155177 None code163 Providing and injecting chemical emulsion for Pre.constructional Anti.Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits, with chloropyriphos emulsifiable concentrates of 20. concentration at 3.19 Litre.sqm., including cost of chemical, diluting in water to one percent concentration, labour, HOM complete as per specifications Plinth area of the building at ground floor only shall be measured. Sqm 123.9 123.9 225.9 False None None False None False 27989.01 0 4009126 155177 None code164 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. Note. Additional formwork charges added as per Common SR Vol.I. Cum 6985.44 6985.44 13.5 False None None False None False 94303.44 0 4009127 155177 None code165 Providing and laying in position Cement Concrete for all Foundation works. The granite.trap.basalt crushed graded coarse aggregates and fine aggregates as per relevant I 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. Cum 7165.14 7165.14 89.0 False None None False None False 637697.46 0 4009128 155177 None code166 Demolishing brick work manually. by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer.in.charge. Cum 506.1 506.1 64.0 False None None False None False 32390.4 0 4009129 155177 None code167 Demolishing R.C.C. work manually. by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer.in.charge. Cum 2547.3 2547.3 398.0 False None None False None False 1013825.4 0 4009130 155177 None code168 Water supply and sanitary charges ..5. of total civil cost. LS 94788.2 94788.2 1.0 False None None False None False 94788.2 0 4009131 155177 None code169 Electrical charges ..5. of total civil cost. LS 94788.2 94788.2 1.0 False None None False None False 94788.2 0 4009132 155177 None code170 Operation and Maintenance of the Scheme for 5 years. LS 14966902.67 14966902.67 1.0 False None None False None False 14966902.67 0 4009133 155177 None code171 Detailed Engineering consisting of detailed designs and working drawings for Jack well cum pump house, Rising main, distribution network, structures, design of electrical works, .0.1 . of the estimated cost.. LS 2096773.33 2096773.33 1.0 False None None False None False 2096773.33 0 1726319695000 0 None None Other Works Part B. Electromechanical Works 31139455.27 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4009134 155178 None code01 Part B. Electromechanical Works Design, manufacture, supply, erection, trail running, performance testing and commissioning of vertical turbine pump of approved make conforming to IS. 1710 having specified pump output under specified operating head coupled to LT motor of adequate HP rating operating at 433 V with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivary pipe with all other standard accessories and safety devices and all other ancillary operations complete as per specifications, terms and conditions of contract. HP 12544.17 12544.17 930.0 False None None False None False 11666078.1 0 4009135 155178 None code02 Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts. For class 300 etc. complete Each 25357.5 25357.5 3.0 False None None False None False 76072.5 0 4009136 155178 None code03 250mm diameter for class 300 . Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel . Fe.410 grade . delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,conveying to spot, lowering, aligning, jointing,arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings. Rmtr 5840.48 5840.48 30.0 False None None False None False 175214.4 0 4009137 155178 None code04 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded /submerged arc welded mild steel .Fe.410 grade. manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at specified locations for connecting pump delivary pipes and rising mains and provided with 1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering,aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying and jointing at specified test pressure etc.,complete as per specifications and approved drawings with all lead and lift. . excluding cost of thrust block for anchoring / encasing manifild pipe .. t 21244.35 21244.35 12.0 False None None False None False 254932.2 0 4009138 155178 None code05 Diameter of manifold pipe 600 mm Thickness of plate.8mm . Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings. t 222705.0 222705.0 5.0 False None None False None False 1113525.0 0 4009139 155178 None code06 Supplying Installing testing and commissioning electrode actuated water level transmitter of approved make with all accessories to protect against dry running of pump. Set 203742.0 203742.0 1.0 False None None False None False 203742.0 0 4009140 155178 None code07 Supplying laying and connecting LT Power cables of 1.1 KV Class Armoured Aluminium / copper conductor PVC insulated, extruded inner sheathed,galvanised,steel strip with glands/lugs/ferrules a. From Panel to motors 3.5 core 400 sqmm Km 1526142.45 1526142.45 0.2 False None None False None False 305228.49 0 4009141 155178 None code08 Supplying laying and connecting LT Power cables of 1.1 KV Class Armoured Aluminium / copper conductor PVC insulated, extruded inner sheathed,galvanised,steel strip with glands/lugs/ferrules b. From Transformer to panel 3.5 core 400 sqmm Km 1526142.45 1526142.45 0.4 False None None False None False 610456.98 0 4009142 155178 None code09 Supplying and drawing Copper control Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130.1984 and .Virgin. PVC insulation sheathed suitable for working voltage upto 1100V as per IS. 694.2010 a. 4 Core 2.5 Sq.mm Cables Rmtr 149.1 149.1 150.0 False None None False None False 22365.0 0 4009143 155178 None code10 Supplying and drawing Copper control Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130.1984 and .Virgin. PVC insulation sheathed suitable for working voltage upto 1100V as per IS. 694.2010 b. 4 Core 6 Sq.mm Cables Rmtr 259.35 259.35 150.0 False None None False None False 38902.5 0 4009144 155178 None code11 Supplying and drawing Copper control Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130.1984 and .Virgin. PVC insulation sheathed suitable for working voltage upto 1100V as per IS. 694.2010 c. 2 Core 6 Sq.mm Cables Rmtr 161.7 161.7 150.0 False None None False None False 24255.0 0 4009145 155178 None code12 Supplying and drawing Copper control Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130.1984 and .Virgin. PVC insulation sheathed suitable for working voltage upto 1100V as per IS. 694.2010 d. 2 Core 2.5 Sq.mm Cables Rmtr 98.7 98.7 150.0 False None None False None False 14805.0 0 4009146 155178 None code13 Grounding of equipments including cost of 40mm dia 2.5 mm thickness, class .C. G.I pipe of 3 metre length as per specifications, with 50x6 mm GI Flats 3 meter long, salt charcoal, including excavation charges. Set 7701.75 7701.75 12.0 False None None False None False 92421.0 0 4009147 155178 None code14 Supply, install and concrete GI Flat 50 mm x 6 mm from earth stations to various electrical panels motors etc., Rmtr 351.75 351.75 240.0 False None None False None False 84420.0 0 4009148 155178 None code15 Providing and fixing of Single/ Double chamber triple function tamper proof .Both the orifces to be housed in the single chamber. Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating .EP.P. inside and outside colour blue RAL5005. The valves should be designed for all the three functions .For PN 2.5 Each 51434.25 51434.25 1.0 False None None False None False 51434.25 0 4009149 155178 None code16 Design, fabrication, supply, assembling, testing and commissioning of Main LT Panel made of sheet metal duly painted with recess for cable entries at bottom suitable for 415V equipped with circuit breaker of suitable capacity for 2 number incoming and Required numbers of outgoing suitable capacity .for 2 W.1 S motors. with aluminium bus bars metering panel, OG feeders of required numbers to cater LT loads, protection relays,Softstarter, Capacitor bank and all other accessories complete with wiring as per approved drawings and specifications. Set 3240600.0 3240600.0 1.0 False None None False None False 3240600.0 0 4009150 155178 None code17 Market Rate for 310 HP .2 W .1S. . Providing and fixing of DI Double flanged wafer type .Concentric. / double eccentrically disc, Resilent seated Butterfly valves conforming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558.1 Basic series 14 .DIN 3203 F4. or AWWA C 504 . 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. . All the drilled holes in the body shall be of though holes, no tapped holes will be allowed. PN.2.5 250mm Diameter for PN 2.5 Each 201281.76 201281.76 3.0 False None None False None False 603845.28 0 4009151 155178 None code18 Providing erecting and commissioning MS Dismantling joint as per requirement and department.s approved drawing and specifications, inculding machining and rubber rings and suitable for 25 kg/cm2 working pressure with required flangs of suitable size with nut bolts etc complete. The Joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flangs L.O.F .Lenght over flange. should not be less than 75. of dia. 250mm Diameter for PN 2.5 Each 26082.0 26082.0 3.0 False None None False None False 78246.0 0 4009152 155178 None code19 Supplying,fixing and commissioning of Pressure Relief Valve of approved make body and seat ring of bronze PN 25 class conforming to IS.14845 of specified diameter with all fixtures including cost of all materials,machinery,labouretc., complete with all leads and lifts. Set 208377.36 208377.36 1.0 False None None False None False 208377.36 0 4009153 155178 None code20 Concealed Conduit System Supplying heavy gauge PVC conduit pipe 25mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary Rmtr 81.9 81.9 150.0 False None None False None False 12285.0 0 4009154 155178 None code21 Supplying heavy gauge PVC Conduit Pipe 25mm Dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. Rmtr 82.95 82.95 80.0 False None None False None False 6636.0 0 4009155 155178 None code22 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS.8130.1984 and .Virgin. PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS.694.1990 2C X 1.5Sq.mm Basic rate of 2C X 1.5Sq.mm Rmtr 55.65 55.65 120.0 False None None False None False 6678.0 0 4009156 155178 None code23 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS.8130.1984 and .Virgin. PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS.694.1990 4C X 1.5Sq.mm Basic rate 4C X 1.5Sq.mm Rmtr 98.7 98.7 60.0 False None None False None False 5922.0 0 4009157 155178 None code24 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 .Phase . Neutral. . 1x1.0 mm2 .Earth wire. FRLS multi strand PVC insulated copper wire .confirming to IS.694. and latest amendments. with a 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch Each 299.25 299.25 15.0 False None None False None False 4488.75 0 4009158 155178 None code25 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 .Phase . Neutral. . 1x1.0 mm2 .Earth wire. FRLS multi strand PVC insulated copper wire .confirming to IS.694. and latest amendments. with a 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch Each 413.7 413.7 10.0 False None None False None False 4137.0 0 4009159 155178 None code26 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm .Phase . Neutral. . 1x1.0 sqmm .Earth wire. FRLS multi strand PVC insulated copper wire .confirming to IS.694. and latest amendments. with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch Each 598.5 598.5 8.0 False None None False None False 4788.0 0 4009160 155178 None code27 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and .C. Type curve, indicator ON/OFF, energy cross.3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6.32 Amps DP. Each 775.95 775.95 4.0 False None None False None False 3103.8 0 4009161 155178 None code28 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and .C. Type curve, indicator ON/OFF, energy cross.3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50.63Amps TPN Each 3242.4 3242.4 2.0 False None None False None False 6484.8 0 4009162 155178 None code29 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB.s single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. III . Double Door 4Way TP .N Each 4239.9 4239.9 1.0 False None None False None False 4239.9 0 4009163 155178 None code30 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12. Sweep .300mm. Each 3117.45 3117.45 4.0 False None None False None False 12469.8 0 4009164 155178 None code31 Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 742.35 742.35 4.0 False None None False None False 2969.4 0 4009165 155178 None code32 Supply of round/square recess/surface mounted rollingtype LED Down light with 10.12W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector . has swiveling unit of aluminium die cast eye ball . LED Lamp position retained by circular wire spring, with Life of 25000 burning hours . 70. lumen maintenance with CRI . 80. Power Input. 220.240V . 50/60Hz . Power factor .0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10.12W Each 929.25 929.25 6.0 False None None False None False 5575.5 0 4009166 155178 None code33 Supplying and fixing of slim patty fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast . Flouresent Tube.1 x 4. Tube light fitting. Each 282.45 282.45 10.0 False None None False None False 2824.5 0 4009167 155178 None code34 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. Electronic stepped regulator. Each 295.05 295.05 2.0 False None None False None False 590.1 0 4009168 155178 None code35 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS.374. 1979 and with double ball bearing system. 56. Sweep .1400mm. Regular model Each 3182.55 3182.55 2.0 False None None False None False 6365.1 0 4009169 155178 None code36 Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and .S. hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Each 330.75 330.75 2.0 False None None False None False 661.5 0 4009170 155178 None code37 Supplying and Fixing 32mm dia class A GI pipe bracket up to 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing LED street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires. Each 1359.75 1359.75 2.0 False None None False None False 2719.5 0 4009171 155178 None code38 Fabricating supplying and mounting MS box made out 18SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. Sqm 0.4 0.4 1400.0 False None None False None False 560.0 0 4009172 155178 None code39 Supplying 4mm thick plastic sheet with necessary nitchesfor fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F. screws. Sqm 0.43 0.43 800.0 False None None False None False 344.0 0 4009173 155178 None code40 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654. 6Amps 3/5 Way Each 154.35 154.35 24.0 False None None False None False 3704.4 0 4009174 155178 None code41 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr . Lumen Maintenance of 70., maximum light intensity should be between 60 degrees to 70 degrees. CCT . 5500K, IP 66 optical and electrical compartment . impact resistance of complete luminaire . IK08. Power Factor .0.9 with mains, Surge Protection. Min 5KV along with Over voltage/ Overload, short circuit/ miss.wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 . LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. Each 4225.2 4225.2 2.0 False None None False None False 8450.4 0 4009175 155178 None code42 Electrical Double Pole Structure complete including 5 Kg, 8 SWG GI Wire for Structure Grounding Set 27636.0 27636.0 7.0 False None None False None False 193452.0 0 4009176 155178 None code43 Lightning Arrestor . 10 kV, 5 kA Polymeric Type with Ground disconnector. Set 1788.15 1788.15 2.0 False None None False None False 3576.3 0 4009177 155178 None code44 11 kV, 5 KN Polymeric Pin Insulator .24 mm Long FRP Rod. No 215.25 215.25 285.0 False None None False None False 61346.25 0 4009178 155178 None code45 Isolators. . a. 11 kV, 400 Amps Double Break GOS Set 23597.7 23597.7 3.0 False None None False None False 70793.1 0 4009179 155178 None code46 b. H . Frame Set for fixing 11 kV, 200 Amps Single Break GOS . .For DP structure for providing New GOS for sectionalisation. . MS Set 4887.75 4887.75 3.0 False None None False None False 14663.25 0 4009180 155178 None code47 11 kV, DOLO Cutout Conventional to Erstwhile KEB Specification Set 6417.6 6417.6 1.0 False None None False None False 6417.6 0 4009181 155178 None code48 Metering Cubicle equipment details a. 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT . 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem . 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch .HT Metering Box Fabricated out of 3 mm MS Sheet duly epoxy powder coated. as per revised Specification Nos 257581.8 257581.8 1.0 False None None False None False 257581.8 0 4009182 155178 None code49 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS.7098 .Part.2. Armouring wires dia and Resistivity as per IS.3975 a. 240 Sqmm, .55 GI Wires . 3.15 mm Dia. 1.DP to metering cubicle 2.Metering cubicle to panel 3.Panel to transformer Km 1806211.05 1806211.05 0.05 False None None False None False 90310.5525 0 4009183 155178 None code50 b. 11 kV, Jointing . Cable Termination Kit Heat Shrinkable outdoor Type Cable Termination Kit for XLPE Cable 3x240 Sqmm Set 8416.8 8416.8 9.0 False None None False None False 75751.2 0 4009184 155178 None code51 c. Aluminium End Terminal .Lug. 240 Sqmm No 64.05 64.05 30.0 False None None False None False 1921.5 0 4009185 155178 None code52 Conventional RMU .VCB Type. with Copper Busbar, 350 MVA, 630 Amps as per IEC.62271/IS.3427 One Breaker .OD. Panel with Copper Busbar No 742920.15 742920.15 4.0 False None None False None False 2971680.6 0 4009186 155178 None code53 11kV 45kN Polymeric Insulator No 195.3 195.3 30.0 False None None False None False 5859.0 0 4009187 155178 None code54 Guy Set Complete with No. 15 strain insulator Set 1851.15 1851.15 30.0 False None None False None False 55534.5 0 4009188 155178 None code55 RABBIT ACSR Conductor Km 53124.75 53124.75 15.225 False None None False None False 808824.31875 0 4009189 155178 None code56 Coyote conductor for inter connecting of the 11KV equipment.s Rmtr 145.95 145.95 150.0 False None None False None False 21892.5 0 4009190 155178 None code57 PG Clamps for Rabbit Conductor No 107.1 107.1 30.0 False None None False None False 3213.0 0 4009191 155178 None code58 Spiral Earth Electrode No 348.6 348.6 105.0 False None None False None False 36603.0 0 4009192 155178 None code59 EG Stirrups with GI wire lacing No 457.8 457.8 95.0 False None None False None False 43491.0 0 4009193 155178 None code60 Guy concreting with Boulders, Mud and Sand No 262.5 262.5 30.0 False None None False None False 7875.0 0 4009194 155178 None code61 Caution/Danger Board No 241.5 241.5 30.0 False None None False None False 7245.0 0 4009195 155178 None code62 Anti Climbing Device .12 mtr GI Barbed Wire. Lump sum Each 137.55 137.55 105.0 False None None False None False 14442.75 0 4009196 155178 None code63 a. Testing . Commissioning For first 11 kV Panel Outdoor type/Kiosk Mtr 19922.7 19922.7 4.0 False None None False None False 79690.8 0 4009197 155178 None code64 Annunciator, Panel for 1 Feeders No 56816.55 56816.55 1.0 False None None False None False 56816.55 0 4009198 155178 None code65 Copper Control Cables, Power cables . Cable Trays a..2C X 1.5 Sqmm Mtr 55.65 55.65 50.0 False None None False None False 2782.5 0 4009199 155178 None code66 b..2C X 2.5 Sq. mm Mtr 86.1 86.1 50.0 False None None False None False 4305.0 0 4009200 155178 None code67 c..10C x 2.5 Sq.mm Mtr 450.45 450.45 50.0 False None None False None False 22522.5 0 4009201 155178 None code68 d..10C x 4 Sq.mm Mtr 511.35 511.35 50.0 False None None False None False 25567.5 0 4009202 155178 None code69 ii..Supplying . Laying cable trays including welding fixing of supports a. Cable tray of 300 mm width .Suitable for cable duct of D type. Mtr 791.7 791.7 50.0 False None None False None False 39585.0 0 4009203 155178 None code70 b. Cable tray of 600 mm width .Suitable for cable duct of D type. Mtr 1117.2 1117.2 50.0 False None None False None False 55860.0 0 4009204 155178 None code71 Erection of Transformers Moving the Transformer to the plinth. Maximum allowable distance is 50 metre .More than 50 metre, approval of D.T. has to be obtained. Mtr 84.0 84.0 50.0 False None None False None False 4200.0 0 4009205 155178 None code72 Grounding mat and equipment earthing at Receiving End side a. Supplying and laying of MS flats, of various sizes, welding and applying ACB paint to welded portion and covering with sodium bentonite clay, as per the drawing/standard specifications and consolidation. Rmtr 424.2 424.2 200.0 False None None False None False 84840.0 0 4009206 155178 None code73 b. Providing 25mm dia M.S.rod 1.05 Mtr. Long earthmat spikes including heating, bending top 50mm over lap flattening and making spike edge at one end driving into the earth below the ground level and welding the rod with ground mat flat. Nos 475.65 475.65 60.0 False None None False None False 28539.0 0 4009207 155178 None code74 c. Grounding of equipment with various sizes, G.I. Flat and connecting Equipment to the earthmat/ground pit. Each point of earthing with all formation works like bending, twisting, drilling of holes and connecting by welding .inclusive of all T.P and consumables. to the earthmat/ ground pit/ point of earth connection,all the materials supplied by the contractor.50 mmX 6 mm Rmtr 351.75 351.75 120.0 False None None False None False 42210.0 0 4009208 155178 None code75 d. Grounding of equipments by providing cast iron pipe of 100 mm ID 13 mm thickness, 2.75 metres long with 2 part clamp out of G.I. Flat 50 X 6 mm continuously welded alround the pipe using cast iron welding electrodes as per drawing including the cost of excavation .All materials to be supplied by the contractor Set 17097.15 17097.15 22.0 False None None False None False 376137.3 0 4009209 155178 None code76 e. Supplying . Providing 450 mm dia 450 mm height 1.5. to 2. thick hume pipe collar .non pressure type. for earth pits including all lead and lifts etc., Each 1573.95 1573.95 22.0 False None None False None False 34626.9 0 4009210 155178 None code77 Spreading of Jelly. Supplying and spreading 100mm thick with 20/25mm jelly with all lead and lifts.Note . Only 20/25 mm jelly shall be used.. Sqm 1861.65 1861.65 18.75 False None None False None False 34905.9375 0 4009211 155178 None code78 Fire Fighting Equipments with necessary mounting Stands. a. Foam type extinguisher 9.0 Litre Capacity No 4323.9 4323.9 1.0 False None None False None False 4323.9 0 4009212 155178 None code79 b. Carbon dioxide type 4.5 kg. capacity No 9125.55 9125.55 1.0 False None None False None False 9125.55 0 4009213 155178 None code80 c. Dry Chemical powder type 4.5 kg Capacity No 5366.55 5366.55 1.0 False None None False None False 5366.55 0 4009214 155178 None code81 d. Sand type i. G.I.Bucket 9 Ltr.capacity No 633.15 633.15 4.0 False None None False None False 2532.6 0 4009215 155178 None code82 ii. Steel stand No 2480.1 2480.1 2.0 False None None False None False 4960.2 0 4009216 155178 None code83 Station Yard chain link fencing a. Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete Mtr 1139.25 1139.25 22.0 False None None False None False 25063.5 0 4009217 155178 None code84 b. Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineering.charge. .Made of G.I. wire of dia 4 mm. Sqm 843.15 843.15 81.0 False None None False None False 68295.15 0 4009218 155178 None code85 Station Yard Lighting a. RCC Pole . 9 Mtr Long, 145 Kg WL as per IS.785 Nos 9258.9 9258.9 11.0 False None None False None False 101847.9 0 4009219 155178 None code86 b. PSCC Pole . 9 Mtr Long, 200 kg WL Nos 6238.05 6238.05 90.0 False None None False None False 561424.5 0 4009220 155178 None code87 c. 11kV, Horizontal cross arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole . 9 Mtr Long, 145 kg WL Set 963.9 963.9 5.0 False None None False None False 4819.5 0 4009221 155178 None code88 d. 11kV, Horizontal cross arm with clamps, HTST supports, bolts, nuts and washers for PSCC pole . 9 Mtr Long, 200 kg WL Set 960.75 960.75 90.0 False None None False None False 86467.5 0 4009222 155178 None code89 e.Cross arms, clamps etc., Kg 31.5 31.5 100.0 False None None False None False 3150.0 0 4009223 155178 None code90 c.Supply of galvanized Bolts . Nuts t 149919.0 149919.0 0.05 False None None False None False 7495.95 0 4009224 155178 None code91 Clamps . Connectors a. C . Type Wedge Connectors .Fired. Coyote to Coyote ACSR . Nos 688.8 688.8 12.0 False None None False None False 8265.6 0 4009225 155178 None code92 Insulators . Hardware.s . a. Terminal Clamps for COYOTE Conductor Nos 775.95 775.95 12.0 False None None False None False 9311.4 0 4009226 155178 None code93 b. 70KN Disc insulators Nos 543.9 543.9 12.0 False None None False None False 6526.8 0 4009227 155178 None code94 b. Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130.1984 and .Virgin. PVC insulation sheathed suitable for working voltage upto 1100V as per IS. 694.2010.2C 6 sqmm. Rmtr 205.8 205.8 100.0 False None None False None False 20580.0 0 4009228 155178 None code95 c. Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr . Lumen Maintenance of 70., maximum light intensity should be between 60 degrees to 70 degrees. CCT . 5500K, IP 66 optical and electrical compartment . impact resistance of complete luminaire . IK08. Power Factor .0.9 with mains, Surge Protection. Min 5KV along with Over voltage/ Overload, short circuit/ miss.wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 . LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools.40 watts Street. Nos 4225.2 4225.2 4.0 False None None False None False 16900.8 0 4009229 155178 None code96 d. Supplying and Fixing of 32mm dia class A GI pipe bracket up to 2 Mtrs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fitting of all capacities to GI or CI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires. Nos 1097.25 1097.25 4.0 False None None False None False 4389.0 0 4009230 155178 None code97 Maintenance Tools and Plant i..Ring spanner 12 nos. per set Set 924.0 924.0 1.0 False None None False None False 924.0 0 4009231 155178 None code98 ii..Pipe wrench 24 inches size No 1312.5 1312.5 1.0 False None None False None False 1312.5 0 4009232 155178 None code99 iii..Pipe wrench 18 inches size No 726.6 726.6 1.0 False None None False None False 726.6 0 4009233 155178 None code100 iv..Double end spanner. 12 nos. per set Set 870.45 870.45 1.0 False None None False None False 870.45 0 4009234 155178 None code101 v..Hack saw frame B185 Nos 381.15 381.15 1.0 False None None False None False 381.15 0 4009235 155178 None code102 vi..Rubber hand gloves 15 kV tested Pair 307.65 307.65 1.0 False None None False None False 307.65 0 4009236 155178 None code103 vii..Rechargeable 5 W LED Hand Torch Nos 1342.95 1342.95 1.0 False None None False None False 1342.95 0 4009237 155178 None code104 viii..Insulated cutting plier 12 inch size Nos 412.65 412.65 1.0 False None None False None False 412.65 0 4009238 155178 None code105 ix..Insulated cutting plier 8 inch size Nos 247.8 247.8 1.0 False None None False None False 247.8 0 4009239 155178 None code106 x..Line live tester AC/ DC 500 V Nos 326.55 326.55 1.0 False None None False None False 326.55 0 4009240 155178 None code107 xi..screw driver 18 .. Nos 234.15 234.15 1.0 False None None False None False 234.15 0 4009241 155178 None code108 xii..screw driver 12 .. Nos 78.75 78.75 1.0 False None None False None False 78.75 0 4009242 155178 None code109 xiii..Hammer 8 lbs Nos 521.85 521.85 1.0 False None None False None False 521.85 0 4009243 155178 None code110 xiv..Hammer 2 lbs Nos 261.45 261.45 1.0 False None None False None False 261.45 0 4009244 155178 None code111 Distribution Transformer .Supply of 800 kVA Copper wound Distribution Transformer 11kV/0.433KV with on Load Tap Switch, Buchholtz relay winding temperature indicator, Stacked CRGO core with oil temperature indicator, marshalling box with wiring, oil level indicator with . 5. to .10. Steps of 2.5., HT and LT Cable Entry Box Type, stacked core with oil as per IS.1180.Part.1..2014 with all standard accessories as per latest IS standard. No 2650000.0 2650000.0 2.0 False None None False None False 5300000.0 0 4009245 155178 None code112 for 800 kVA Earth work excavation for Foundation by mechanical means for all works . 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 . 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 . other appurtenances required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 28.0 False None None False None False 2998.8 0 4009246 155178 None code113 Providing 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 . 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 1.4.8 Using 40 mm and down size graded crushed coarse aggregates Cum 5947.2 5947.2 2.1 False None None False None False 12489.12 0 4009247 155178 None code114 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 14.7 False None None False None False 86605.785 0 4009248 155178 None code115 Providing Coursed rubble masonry .first sort. with hard stone in foundation and plinth with Cement mortar 1.6 .1 cement . 6 coarse sand. Kg 6948.9 6948.9 18.9 False None None False None False 131334.21 0 4009249 155178 None code116 Providing Flush/ Ruled pointing. Pointing on stone work with cement mortar 1.3 .1 cement . 3 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. Sqm 267.75 267.75 16.1 False None None False None False 4310.775 0 4009250 155178 None code117 Filling available excavated earth .excluding rock. in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 13.3 False None None False None False 3714.69 0 4009251 155178 None code118 Providing 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 . 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 1.2.4 Using 20 mm nominal size graded crushed coarse aggregates Cum 6555.15 6555.15 2.1 False None None False None False 13765.815 0 4009252 155178 None code119 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 21.0 False None None False None False 9459.45 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726319696000 1 None None ELIGIBILITY A valid copy of the KPWD Class I and Above with validity. None 1726319696000 1 None None ELIGIBILITY GST Regestration certificate/ Pan Card. None 1726319696000 1 None None ELIGIBILITY Latest copy of the Income Tax return for financial year 2023-24(Assesment year 2024-25). None 1726319696000 0 None None ELIGIBILITY It 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 1726319696000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1726320102000 0 None None ELIGIBILITY Valid Employees Provident Fund Registration Certificate with EPF paid challan for the month previous to the month in which tender is called through KPPP- portal. None 1726320111000 0 None None ELIGIBILITY The tenderer should complete the provisions of the contract labour (Regulation and Abolition Act 1970) and the corresponding Karnataka Rules 1974). None 1726320119000 0 None None ELIGIBILITY Scanned signature of the bidder along with phone number / authorised representative in case of a firm or company, to be attached while uploading the bid documents. Also in case of authorised representative, scanned copy of power of attorney should be uploaded & the original should be produced at the time of opening of tender. None 1726320128000 0 None None ELIGIBILITY Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given below for an amount equivalent to 5 % of the Contract price. Additional security for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract None 1726320186000 1 None None ELIGIBILITY Work Done To qualify for award of this contract each tender in his or her in the last 5 years (2019-20 to 2023-24) should have satisfactorily completed (at least 90% of the contract value of on going works) as prime contractor at least one similar nature of work of value not less than Rs. 13.38 Crores. (usually not less than 50% of the amount put to tender under this contract.) Work done certificate issued by an officer not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle is to be uploaded for the technical bid. The cost of completed works of the previous year shall be given a weightage of 10% per year to bring it to the price level of financial year in which tenders are invited. Certificates should be obtained from the Officer not below the rank of Executive Engineer. Note Similar nature of work means Bidder should done the work in ne lift irrigation scheme/tank filling scheme None 1726320208000 0 None None ELIGIBILITY Each tenderer in his or her in the last 5 years (2019-20 to 2023-24) should have satisfactorily Executed in any one year the following minimum quantities of work The intending Bidder (Individual)/Tie-up partner should have supplied and successfully commissioned at least 1 numbers of VT pumps with a capacity (flow rate) not less than 0.1 cumecs for each pump with a head not less than 100 m for each pump during the last 5 years (i.e., from 2019-20 to 2023-24). The necessary work done certificate issued by an officer not below the rank of EE and countersigned by the SE of the same circle should be uploaded None 1726320217000 0 None None ELIGIBILITY The intending bidder (Individual) should have supplied, erected, tested, completed and commissioned MS pipes not less than 406.4 mm Outer diameter for a length of at least 8 kms in any one year during last 5 years (i.e., from 2019-20 to 2023-24). The work done certificate should be obtained from a competent authority not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle None 1726320226000 0 None None ELIGIBILITY The intending bidder (Individual) should have supplied, erected, tested, completed and commissioned HDPE pipes not less than 200 mm Outer diameter for a length of at least 19 kms in any one year during last 5 years (i.e., from 2019-20 to 2023-24). The work done certificate should be obtained from a competent authority not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle None 1726320269000 1 None None ELIGIBILITY The intending bidder (Individual) should executed in any one year the following minimum quantities of work during the last 5 years i.e 2019-20 to 2023-24. The necessary work done certificate issued by an officer not below the rank of EE and countersigned by the SE of the same circle should be uploaded Earthwork Excavation 44,300 Cum, Reinforced Cement Concrete (M-15 Grade and above) 2,500 Cum, Reinforcement steel bars for RCC works 300 MT None 1726320277000 1 None None ELIGIBILITY financial turnover : The intending bidder should have achieved a minimum financial turnover of Rs 53.52 Crores in at least two financial years during the last 5 years reckoned back from 2023-24 (turnover during 2019-20 to 2023-2024 only will be considered) duly updating the financial turnover at 10% per year to bring it to the price level of financial year in which the tenders are invited. Audited profit and loss statement (with year wise turnover statement) certified by a practicing Chartered Accountant with mentioned compulsory UID number along with copy of Income Tax returns filed for the two years indicated above shall be furnished. (If UID Number not mentioned treated as incomplete and rejected) None 1726320330000 0 None None ELIGIBILITY Liquid Assets Liquid Assets and or availability of cridet facilities of not less than Rs 6.69 Crores Credit lines/ letters of credit / certificate from banks) for meeting the fund requirements etc., (usavaly the equivalent of the estimated cash flow for 3 months in peak construction period) None 1726320398000 1 None None ELIGIBILITY Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity ( AXNX1.5- B ) where A Maximum value of civil engineering works executed in any one year during the last five years(2019-20 to 2023-24) (updated to 2024-25 price level) taking into account the completed as well as works in progress. N Number of years prescribed for completion of the works for which tenders are invited. B Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.50 years (period of completion of the works for which Tenders are invited) If the participates in more than one bid and technically qualified subsequently becomes lowest in more number of bids tha his/her bid capacity, then the tenderer can give his option to select the works based on his/her preference equivalent to his bid capacity. Further for the balance bids next lowest bidders will be eligible to accept at lowest bidders rates equivalent to their bid capacity provided if the competent authority accepts it Note: The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent. None 1726320421000 0 None None ELIGIBILITY If the percentage (amount) quoted by the contractor for the work is below ninety percent of the updated recast estimated amount put to tender, then the contractor shall furnish an additional performance security in the form of Bank Guarantee for an amount equivalent to the difference between the cost as per quoted percentage (amount) and 90% of the updated re-cast estimated amount put to tender. In case of contractor quoting above 125% of re-cast estimated amount put to tender, then the over and above 125% of the re-cast estimated amount put to tender will be withheld during the progress of work. The additional performance security will be released proportionately to the bill amount till the contractor achieves progress of the entire cost of the work as per the agreement. (If BG submitted while issuing fresh BG OR extending any existing BG, claim period of a minimum one year from the date of expiry of validity period of BG is to be specified invariably). None 1726320640000 0 None None ELIGIBILITY The Bidder/Tie up partner shall not be under Corporate Debt Restructuring (CDR) / Strategic Debt Restructuring (SDR) or Bureau of Industrial and Financial Reconstruction (BIFR) in the last 5 Years prior to bid submission date. In this regard, the Bidder shall submit along with Bid, a certificate from their Statutory Auditor with a declaration that, the Bidder is not under CDR / SDR or BIFR None 1726320654000 0 None None ELIGIBILITY Bids not satisfying minimum duty point parameters, efficiency parameters of pumps and motors and velocity parameters as specified in bid document shall be rejected None 1726320678000 0 None None ELIGIBILITY The bidder should enclose the detailed methodology of execution of the scheme as per the scope of work None 1726320751000 0 None None ELIGIBILITY For construction of Transmission line/Substation Works, the contractor shall engage only those agencies who are licensed to do the power line construction works in Karnataka. They should have constructed at least one similar single power line equal to 80% of the length (4 Km) of 11 kV SC line of power line for the work tendered in a single contract. The details of the transmission line construction contractor with registration certificate and certificates of experience signed by an officer of not below the rank of Executive Engineer of KPTCL shall be submitted for KNNLs verification post award of the work None 1726320762000 0 None None ELIGIBILITY The pump manufacturer shall not enter into Tie-up with more than one bidder None 1726322564000 0 None None ELIGIBILITY The bid shall be technically evaluated based on the specification indicated in section 3 titled qualification information in the bid document None 1726322579000 0 None None ELIGIBILITY The Bidder/Tie up partner shall not be under Corporate Debt Restructuring CDR / Strategic Debt Restructuring SDR or Bureau of Industrial and Financial Reconstruction BIFR in the last 5 Years prior to bid submission date. In this regard, the Bidder shall submit along with Bid, a certificate from their Statutory Auditor with a declaration that, the Bidder is not under CDR / SDR or BIFR. None 1726322590000 0 None None ELIGIBILITY Bids not satisfying minimum duty point parameters, efficiency parameters of pumps and motors and velocity parameters as specified in bid document shall be rejected. None 1726322597000 0 None None ELIGIBILITY During technical evaluation, if the employer finds that any certificates / information furnished is false, such bidders will be disqualified and barred from participation in the bid None 1726322603000 0 None None ELIGIBILITY If any bidder fails to satisfy the conditions mentioned above, such bids will be rejected and their financial bids will not be opened. None 1726322609000 0 None None ELIGIBILITY The bidder should enclose the detailed methodology of execution of the scheme as per the scope of work. None 1726322615000 0 None None ELIGIBILITY The Bidder shall be responsible for successful performance of the contract. None 1726322627000 0 None None ELIGIBILITY For construction of Transmission line/Substation Works, the contractor shall engage only those agencies who are licensed to do the power line construction works in Karnataka. They should have constructed at least one similar single power line equal to 80% of the length 4 Km of 11 kV SC line of power line for the work tendered in a single contract. None 1726322634000 0 None None ELIGIBILITY The Bidder to participate in the tender under single bid basis only. Any violation will attract disqualification of the bid. None 1726322639000 0 None None ELIGIBILITY The pump manufacturer shall not enter into Tie-up with more than one bidder. None 1726322645000 0 None None ELIGIBILITY The contractor/authorized signatory should attach his/her scanned signature to the Schedule-B before uploading and also submitting their tenders None 1726322656000 0 None None ELIGIBILITY The work of the construction of transmission line should be got done through a Government Licensed, Super Grade Electrical contractor CEIG approved, who have the experience of carrying out such works. None 1726322662000 0 None None ELIGIBILITY The diameters of the rising main and thickness of the rising main shall not be less than the figures indicated in the enclosed schematic diagram. Further any discrepancies in the above shall not account to financial implications to the employer. None 1726322668000 0 None None ELIGIBILITY If any of the dates mentioned above happen to be a general holiday, the next working day holds good. None 1726322673000 0 None None ELIGIBILITY Conditional tenders are liable to be rejected. The officer competent to accept the tender shall have the right to reject any or all the tenders without assigning any reason whatsoever. None 1726322679000 0 None None ELIGIBILITY Any modifications/addendum for the above said tender will be published in KNNL website www.knnlindia.com & in KPPP portal www.kppp.karnataka.gov.in No separate advertisement will be published in News paper/ITJ. The intending bidder shall visit the said website regularly. None 1726322685000 0 None None ELIGIBILITY The intending bidders should note that, if any of lands either in part /parts or in whole required for the work is not acquired by the Nigam, it shall be the responsibility of the bidder to take possession of such land and start the work by consent of the land owners before commencement of work at no extra cost to the Nigam and no claim / delays whatsoever relating to on account of non availability of land would be entertained. None 1726322690000 0 None None ELIGIBILITY They should abide by the directions of Government towards recovery of 1% (or as modification by Government from time to time) cess from the contractors bill under the provision of building and construction work welfare cess act-1996. None 1726322697000 0 None None ELIGIBILITY The intending bidder shall upload self attested letter pad mentioning latest communication address, land phone & mobile Phone & e-mail address. None 1726322721000 0 None None ELIGIBILITY one percentage of labour cess as per provision of building and the construction works welfare Act 1996 will be recovered from each running bill of the contractor. None 1726322730000 0 None None ELIGIBILITY The work proposed as per the scope of work is off-taking from Krishna River near Ganeshwadi village of Kagwad taluk & Belagavi district. If any additions/alteration involved for during execution, it is the responsibility of the agency to deliver the goods as per contemplated scope of the work without causing any damages to existing infrastructure. If any damages occur during execution, the same shall be restored to the original condition at no extra cost None 1726322736000 0 None None ELIGIBILITY The intending bidder/firm/company are advised to visit the work site before submission of the tenders. None 1726322742000 0 None None ELIGIBILITY The contractor should mention their recent correct portal address & mail address in declaration forms None 1726322748000 0 None None ELIGIBILITY The tender processing charges paid by the bidder/firm/company are not refundable even if the tender is cancelled None 1726322761000 0 None None ELIGIBILITY All materials like steel, cement, MS pipe etc., required for successful completion of the above work should be procured by the contractor only. No supply of any materials shall be made by KNNL. None 1726322767000 0 None None ELIGIBILITY The bidder/firm/company shall send the authorization letter for their representation duly attesting their signature. None 1726322781000 0 None None ELIGIBILITY Operation & Maintenance period/Defect liability period for this work is 60 months from the date of completion of work. The contractor shall take the responsibility of 5 years O&M including 2 years defect liability period from the date of issue of certificate by the competent authority for successful commissioning of the project. None 1726322786000 0 None None ELIGIBILITY Useful rubble and stone chips obtained from excavation shall be issued to the contractor for use on works (including enabling works and aggregate crushing) at the rates specified for these materials in the prevailing Schedule of Rates. None 1726322793000 0 None None ELIGIBILITY The bidder/firm/company shall adhere to accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work & also land acquisition problems if any. None 1726322799000 0 None None ELIGIBILITY Typographical errors if any will not be the ground for any claims by the bidder/firm/company. None 1726323184000 0 None None ELIGIBILITY The contractor shall also abide by the other conditions as laid down in bid documents, as per GO FD 5 EXP 12 2023 dated 15.05.2023 the contractor shall be abide to provide e bank gurantee towards security deposits None 1726323196000 0 None None ELIGIBILITY Debarment of tenderers: The procurement entity may debar tenderer for a period not exceeding 3 years from participation in its tenders following such procedures as may be prescribed on the ground that tenderer is engaged in corrupt or fraudulent practices in competing or executing the contract including misleading the procuring entity or any stage of procurement activity with a fraudulent intention. ( KTPP Act 26A). None 1726323203000 0 None None ELIGIBILITY The intending bidders are advised to visit the site of work before submitting their tenders. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None A valid copy of the KPWD Class I and Above with validity. Past Experience None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None GST Regestration certificate/ Pan Card. Past Experience None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None Valid Employees Provident Fund Registration Certificate with EPF paid challan for the month previous to the month in which tender is called through KPPP- portal. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Valid EPF Certificate None None None None The tenderer should complete the provisions of the contract labour (Regulation and Abolition Act 1970) and the corresponding Karnataka Rules 1974). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Labour Certificate None None None None Work Done : To qualify for award of this contract each tender in his or her in the last 5 years (2019-20 to 2023-24) should have satisfactorily completed (at least 90% of the contract value of on going works) as prime contractor at least one similar nature of work of value not less than Rs. 13.38 Crores. (usually not less than 50% of the amount put to tender under this contract.) Work done certificate issued by an officer not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle is to be uploaded for the technical bid. The cost of completed works of the previous year shall be given a weightage of 10% per year to bring it to the price level of financial year in which tenders are invited. Certificates should be obtained from the Officer not below the rank of Executive Engineer. Note Similar nature of work means Bidder should done the work in ne lift irrigation scheme/tank filling scheme Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending bidder (Individual) should executed in any one year the following minimum quantities of work during the last 5 years i.e 2019-20 to 2023-24. The necessary work done certificate issued by an officer not below the rank of EE and countersigned by the SE of the same circle should be uploaded Earthwork Excavation 44,300 Cum, Reinforced Cement Concrete (M-15 Grade and above) 2,500 Cum, Reinforcement steel bars for RCC works 300 MT Past Experience general condition 6 createdTs version createdDate modifiedDate documentName None None None None Others -- executed quantity None None None None Latest copy of the Income Tax return for financial year 2023-24(Assesment year 2024-25). Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None financial turnover : The intending bidder should have achieved a minimum financial turnover of Rs 53.52 Crores in at least two financial years during the last 5 years reckoned back from 2023-24 (turnover during 2019-20 to 2023-2024 only will be considered) duly updating the financial turnover at 10% per year to bring it to the price level of financial year in which the tenders are invited. Audited profit and loss statement (with year wise turnover statement) certified by a practicing Chartered Accountant with mentioned compulsory UID number along with copy of Income Tax returns filed for the two years indicated above shall be furnished. (If UID Number not mentioned treated as incomplete and rejected) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid Assets Liquid Assets and or availability of cridet facilities of not less than Rs 6.69 Crores Credit lines/ letters of credit / certificate from banks) for meeting the fund requirements etc., (usavaly the equivalent of the estimated cash flow for 3 months in peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity ( AXNX1.5- B ) where A Maximum value of civil engineering works executed in any one year during the last five years(2019-20 to 2023-24) (updated to 2024-25 price level) taking into account the completed as well as works in progress. N Number of years prescribed for completion of the works for which tenders are invited. B Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.50 years (period of completion of the works for which Tenders are invited) If the participates in more than one bid and technically qualified subsequently becomes lowest in more number of bids tha his/her bid capacity, then the tenderer can give his option to select the works based on his/her preference equivalent to his bid capacity. Further for the balance bids next lowest bidders will be eligible to accept at lowest bidders rates equivalent to their bid capacity provided if the competent authority accepts it Note: The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- qualifying criteria None None None None Scanned signature of the bidder along with phone number / authorised representative in case of a firm or company, to be attached while uploading the bid documents. Also in case of authorised representative, scanned copy of power of attorney should be uploaded & the original should be produced at the time of opening of tender. Others general condition 1 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 1 None None None None Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given below for an amount equivalent to 5 % of the Contract price. Additional security for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract Others general condition 2 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 2 None None None None Each tenderer in his or her in the last 5 years (2019-20 to 2023-24) should have satisfactorily Executed in any one year the following minimum quantities of work The intending Bidder (Individual)/Tie-up partner should have supplied and successfully commissioned at least 1 numbers of VT pumps with a capacity (flow rate) not less than 0.1 cumecs for each pump with a head not less than 100 m for each pump during the last 5 years (i.e., from 2019-20 to 2023-24). The necessary work done certificate issued by an officer not below the rank of EE and countersigned by the SE of the same circle should be uploaded Others general condition 3 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 3 None None None None The intending bidder (Individual) should have supplied, erected, tested, completed and commissioned MS pipes not less than 406.4 mm Outer diameter for a length of at least 8 kms in any one year during last 5 years (i.e., from 2019-20 to 2023-24). The work done certificate should be obtained from a competent authority not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle Others general condition 4 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 4 None None None None The intending bidder (Individual) should have supplied, erected, tested, completed and commissioned HDPE pipes not less than 200 mm Outer diameter for a length of at least 19 kms in any one year during last 5 years (i.e., from 2019-20 to 2023-24). The work done certificate should be obtained from a competent authority not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle Others general condition 5 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 5 None None None None The Bidder/Tie up partner shall not be under Corporate Debt Restructuring (CDR) / Strategic Debt Restructuring (SDR) or Bureau of Industrial and Financial Reconstruction (BIFR) in the last 5 Years prior to bid submission date. In this regard, the Bidder shall submit along with Bid, a certificate from their Statutory Auditor with a declaration that, the Bidder is not under CDR / SDR or BIFR Others general condition 6 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 6 None None None None For construction of Transmission line/Substation Works, the contractor shall engage only those agencies who are licensed to do the power line construction works in Karnataka. They should have constructed at least one similar single power line equal to 80% of the length (4 Km) of 11 kV SC line of power line for the work tendered in a single contract. The details of the transmission line construction contractor with registration certificate and certificates of experience signed by an officer of not below the rank of Executive Engineer of KPTCL shall be submitted for KNNLs verification post award of the work Others general condition 7 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 7 None None None None The bid shall be technically evaluated based on the specifications indicated in Section-3 titled Qualification information in bid document Others general condition 8 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 8 None None None None The Bidder/Tie up partner shall not be under Corporate Debt Restructuring (CDR) / Strategic Debt Restructuring (SDR) or Bureau of Industrial and Financial Reconstruction (BIFR) in the last 5 Years prior to bid submission date. In this regard, the Bidder shall submit along with Bid, a certificate from their Statutory Auditor with a declaration that, the Bidder is not under CDR / SDR or BIFR Others general condition 9 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 9 None None None None Bids not satisfying minimum duty point parameters, efficiency parameters of pumps and motors and velocity parameters as specified in bid document shall be rejected Others general condition 10 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 10 None None None None During technical evaluation, if the employer finds that any certificates / information furnished is false, such bidders will be disqualified and barred from participation in the bid Others general condition 11 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 11 None None None None If any bidder fails to satisfy the conditions mentioned above, such bids will be rejected and their financial bids will not be opened. Others general condition 12 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 12 None None None None The bidder should enclose the detailed methodology of execution of the scheme as per the scope of work Others general condition 13 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 13 None None None None The Bidder shall be responsible for successful performance of the contract. Others general condition 14 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 14 None None None None For construction of Transmission line/Substation Works, the contractor shall engage only those agencies who are licensed to do the power line construction works in Karnataka. They should have constructed at least one similar single power line equal to 80% of the length (4 Km) of 11 kV SC line of power line for the work tendered in a single contract. The details of the transmission line construction contractor with registration certificate and certificates of experience signed by an officer of not below the rank of Executive Engineer of KPTCL shall be submitted for KNNLs verification post award of the work Others general condition 15 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 15 None None None None The Bidder to participate in the tender under single bid basis only. Any violation will attract disqualification of the bid Others general condition 16 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 16 None None None None The pump manufacturer shall not enter into Tie-up with more than one bidder. Others general condition 17 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 17 None None None None The contractor/authorized signatory should attach his/her scanned signature to the Schedule-B before uploading and also submitting their tenders Others general condition 18 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 18 None None None None The work of the construction of transmission line should be got done through a Government Licensed, Super Grade Electrical contractor CEIG approved, who have the experience of carrying out such works Others general condition 20 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 20 None None None None The diameters of the rising main and thickness of the rising main shall not be less than the figures indicated in the enclosed schematic diagram. Further any discrepancies in the above shall not account to financial implications to the employer. Others general condition 16 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 16 None None None None If any of the dates mentioned above happen to be a general holiday, the next working day holds good. Others general condition 19 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 19 None None None None Conditional tenders are liable to be rejected. The officer competent to accept the tender shall have the right to reject any or all the tenders without assigning any reason whatsoever Others general condition 20 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 20 None None None None Any modifications/addendum for the above said tender will be published in KNNL website www.knnlindia.com & in KPPP portal www.kppp.karnataka.gov.in No separate advertisement will be published in News paper/ITJ. The intending bidder shall visit the said website regularly Others general condition 21 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 21 None None None None The intending bidders should note that, if any of lands either in part /parts or in whole required for the work is not acquired by the Nigam, it shall be the responsibility of the bidder to take possession of such land and start the work by consent of the land owners before commencement of work at no extra cost to the Nigam and no claim / delays whatsoever relating to on account of non availability of land would be entertained Others general condition 22 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 22 None None None None They should abide by the directions of Government towards recovery of 1% (or as modification by Government from time to time) cess from the contractors bill under the provision of building and construction work welfare cess act-1996 Others general condition 22 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 22 None None None None The intending bidder shall upload self attested letter pad mentioning latest communication address, land phone & mobile Phone & e-mail address Others general condition 23 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 23 None None None None 1% of labour cess as per provision of building and the construction works welfare Act 1996 will be recovered from each running bill of the contractor Others general condition 23 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 23 None None None None The work proposed as per the scope of work is off-taking from Krishna River near Ganeshwadi village of Kagwad taluk & Belagavi district. If any additions/alteration involved for during execution, it is the responsibility of the agency to deliver the goods as per contemplated scope of the work without causing any damages to existing infrastructure. If any damages occur during execution, the same shall be restored to the original condition at no extra cost Others general condition 26 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 26 None None None None The intending bidder/firm/company are advised to visit the work site before submission of the tenders Others general condition 26 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 26 None None None None The contractor should mention their recent correct portal address & mail address in declaration forms Others general condition 27 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 27 None None None None The tender processing charges paid by the bidder/firm/company are not refundable even if the tender is cancelled Others general condition 28 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 28 None None None None All materials like steel, cement, MS pipe etc., required for successful completion of the above work should be procured by the contractor only. No supply of any materials shall be made by KNNL Others general condition 29 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 29 None None None None The bidder/firm/company shall send the authorization letter for their representation duly attesting their signature Others general condition 30 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 30 None None None None Operation & Maintenance period/Defect liability period for this work is 60 months from the date of completion of work. The contractor shall take the responsibility of 5 years O&M including 2 years defect liability period from the date of issue of certificate by the competent authority for successful commissioning of the project Others general condition 31 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 31 None None None None Useful rubble and stone chips obtained from excavation shall be issued to the contractor for use on works (including enabling works and aggregate crushing) at the rates specified for these materials in the prevailing Schedule of Rates. Others general condition 32 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 32 None None None None The bidder/firm/company shall adhere to accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work & also land acquisition problems if any Others general condition 33 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 33 None None None None Typographical errors if any will not be the ground for any claims by the bidder/firm/company Others general condition 33 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 33 None None None None The contractor shall also abide by the other conditions as laid down in Bid document.As per GO FD 5 EXP -12 / 2023 dated 15.05.2023, the contractor shall be abide to provide e Bank Guarantee towards Security Deposits Others general condition 34 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 34 None None None None Debarment of tenderers: The procurement entity may debar tenderer for a period not exceeding 3 years from participation in its tenders following such procedures as may be prescribed on the ground that tenderer is engaged in corrupt or fraudulent practices in competing or executing the contract including misleading the procuring entity or any stage of procurement activity with a fraudulent intention. (KTPP Act 26A) Others general condition 35 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 35 None None None None The intending bidders are advised to visit the site of work before submitting their tenders Others general condition 39 createdTs version createdDate modifiedDate documentName None None None None Others -- general condition 39
tenderCriterionDocumentList	documentName optional documentTypeText A valid copy of the KPWD Class I and Above with validity. True Technical Bid GST Regestration certificate/ Pan Card. True Technical Bid Latest copy of the Income Tax return for financial year 2023-24 Assesment year 2024-25 True Technical Bid Valid Employees Provident Fund Registration Certificate with EPF paid challan for the month previous to the month in which tender is called through KPPP- portal. True Technical Bid The tenderer should complete the provisions of the contract labour Regulation and Abolition Act 1970 and the corresponding Karnataka Rules 1974 True Technical Bid Scanned signature of the bidder along with phone number / authorised representative in case of a firm or company, to be attached while uploading the bid documents. Also in case of authorised representative, scanned copy of power of attorney should be uploaded & the original should be produced at the time of opening of tender. True Technical Bid Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given below for an amount equivalent to 5 PERCENTAGE of the Contract price. Additional security for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract True Technical Bid Work Done To qualify for award of this contract each tenderer in his or her in the last 5 years 2019-20 to 2023-24 should have satisfactorily completed at least 90 percentage of the contract value of ongoing works as prime contractor at least one similar nature of work of value not less than For Rs. 13.38 Crores not less than 50 percent of the amount put to tender. Work done Certificate issued by an Officer not below the rank of E.E of the concerned div True Technical Bid financial turnover The intending bidder should have achieved a minimum financial turnover of Rs 53.52 Crores in at least two financial years during the last 5 years reckoned back from 2019 to 2024 only will be considered duly updating the financial turnover at 10 percent per year certified by a practicing Chartered Accountant with mentioned compulsory UID number True Technical Bid Liquid Assets Liquid Assets and or availability of credit facilities of not less than Rs 6.69 Crores Credit lines/ letters of credit / certificate from banks for meeting the fund requirements etc, usually the equivalent of the estimated cash flow for 3 months in peak construction period True Technical Bid Each tenderer in his or her in the last 5 years 2019-20 to 2023-24 should have satisfactorily Executed in any one year the following minimum quantities of work The intending Bidder Individual/Tie-up partner should have supplied and successfully commissioned at least 1 numbers of VT pumps with a capacity flow rate not less than 0.1 cumecs for each pump with a head not less than 100 m for each pump during the last 5 years True Technical Bid The intending bidder Individual should have supplied, erected, tested, completed and commissioned MS pipes not less than 406.4 mm Outer diameter for a length of at least 8 kms in any one year during last 5 years i.e., from 2019-20 to 2023-24. The work done certificate should be obtained from a competent authority not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle True Technical Bid The intending bidder Individual should have supplied, erected, tested, completed and commissioned HDPE pipes not less than 200 mm Outer diameter for a length of at least 19 kms in any one year during last 5 years i.e., from 2019-20 to 2023-24. The work done certificate should be obtained from a competent authority not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle True Technical Bid Minimum quantities Earthwork Excavation 44,300 Cum, Reinforced Cement Concrete M-15 Grade and above 2,500 Cum, Reinforcement steel bars for RCC works 300 MT True Technical Bid The Bidder/Tie up partner shall not be under Corporate Debt Restructuring CDR / Strategic Debt Restructuring SDR or Bureau of Industrial and Financial Reconstruction BIFR in the last 5 Years prior to bid submission date. In this regard, the Bidder shall submit along with Bid, a certificate from their Statutory Auditor with a declaration that, the Bidder is not under CDR / SDR or BIFR True Technical Bid For construction of Transmission line/Substation Works, the contractor shall engage only those agencies who are licensed to do the power line construction works in Karnataka. They should have constructed at least one similar single power line equal to 80 of the length 4 Km of 11 kV SC line of power line for the work tendered in a single contract True Technical Bid The intending bidder can submit bids as an individual bidders along with tie-up of pump manufacture. The tie up is to be formed prior to the bidding. Tenders from a toe up proposed in this bid, the bidder sall upload a agreement with only one pump manufacturer on Rs 200 stamp paper in the prescribed format which shall be conduleded prior to the bidding and enclosed to the bid document for proof of the tie up in the technical bid, the prescribed format under section 2 True Technical Bid Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity AXNX1.5-B where A Maximum value of civil engineering works executed in any one year during the last five years 2019-20 to 2023-24 updated to 2024-25 True Technical Bid price level taking into account the completed as well as works in progress. N Number of years prescribed for completion of the works for which tenders are invited. B Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.50 years period of completion of the works for which Tenders are invited True Technical Bid If the participates in more than one bid and technically qualified subsequently becomes lowest in more number of bids tha his/her bid capacity then the tenderer can give his option to select the works based on his/her preference equivalent to his bid capacity. Further for the balance bids next lowest bidders will be eligible to accept at lowest bidders rates equivalent to their bid capacity provided if the competent authority accepts it True Technical Bid Note The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Other Works Belagavi Kagawada Belgaum KAGWAD KAGWAD None None None None None None Other Works Belagavi Kagawada Belgaum KAGWAD Kagwad None None None None None None
tenderAddress	createdTs 1726638432000 version 0 createdDate None modifiedDate None blockNumber Managing Director, KNNL, 4th Floor, Coffeee Board Building, No. 1, Dr. B.R. Ambedkar Veedhi, street None city Bangalore state Karnataka pin 560001
tenderRecallDTO	None