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noticeInvitingTenderDTO	createdTs 1719649714542 version 13 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 15028000.00 bidValueType LUMPSUM bidValueTypeText Lumpsum tenderReceiptClose 06-08-2024 16:00:00 tenderQueryClose 22-07-2024 11:00:00 technicalBidOpen 09-08-2024 11:00:00 publishedDate 04-07-2024 20:05:33 publishedByPost KNNL_EE_DIV_MBC_GDNK publishedByUser KPE10192 - MALLAPPA bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 22-07-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson M H Totager 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 08354297046 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1719649714574 version 8 createdDate None modifiedDate None tenderNumber KNNL/2024-25/LI/WORK_INDENT1125 title SHIRUR LIFT IRRIGATION SCHEME-II Providing of Raising Main & Bleeder pipe (Design, supply, erection, testing and commissioning) including allied works such as anchor blocks, thrust blocks, structures for crossings, necessary valves, surge protection works and delivery chamber at Ch-182.560 of Ghataprabha Right Bank Canal in Badami taluk of Bagalkote district including Operation and Maintenance for a period of 5 years after successful completion of work SHIRUR LIS-Stage-2 on Turn-Key Basis description SHIRUR LIFT IRRIGATION SCHEME-II Providing of Raising Main & Bleeder pipe (Design, supply, erection, testing and commissioning) including allied works such as anchor blocks, thrust blocks, structures for crossings, necessary valves, surge protection works and delivery chamber at Ch-182.560 of Ghataprabha Right Bank Canal in Badami taluk of Bagalkote district including Operation and Maintenance for a period of 5 years after successful completion of work SHIRUR LIFT IRRIGATION SCHEME-Stage-2 on Turn-Key Basis category WORKS categoryText Works ecv 1502798024.51 deptName Karnataka Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 3935 locationName KNNL Division MBC Div Gaddanakeri provisionalAmount 1570000000.0 groupOverheadTotal 0.0 fileNumber 2024-25/AEE12/BAGALKOTE/SHIRUR/STAGE2
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Construction of Reach -01 and Reach 02 Raising main 1213759463.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410399 120520 None knnlbgkrm1 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 (ii) By Mechanical Means using Dozer a. In area of light jungle (SR Item No.2.5 (MoRT&H : IRC 201 (ii) ), Page 9 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) 100 Sqm 486.93 486.93 841.0 False None None False None False 409508.13 0 3410400 120520 None knnlbgkrm2 Earthwork excavation for pipeline trenches in all kinds of soils by mechanical means 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 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. In all kinds of soils Depth upto 1.5 m (SR Item No.1.17.1, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 324.62 324.62 16519.0 False None None False None False 5362397.78 0 3410401 120520 None knnlbgkrm3 Earth work excavation for pipeline trenches by mechanical means 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 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 and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) depth upto 1.5m (SR Item No.1.19.1, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 562.51 562.51 27204.0 False None None False None False 15302522.04 0 3410402 120520 None knnlbgkrm4 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding 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 and all other appurtenances to complete in the following strata. - Hard rock (requiring blasting) Hard rock (requiring blasting) Depth upto 1.5 m (SR Item No.1.21.1, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR Cum 828.89 828.89 18185.0 False None None False None False 15073364.65 0 3410403 120520 None knnlbgkrm5 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding 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 and all other appurtenances to complete in the following strata. - Hard rock (requiring blasting)Hard rock (requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (SR Item No.1.21.2, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 931.73 931.73 48062.0 False None None False None False 44780807.26 0 3410404 120520 None knnlbgkrm6 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding 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 and all other appurtenances to complete in the following strata. Hard rock (requiring blasting) Depth exceeding 3.0 m, but not exceeding 4.50 m (SR Item No.1.21.3, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 1028.37 1028.37 5778.0 False None None False None False 5941921.86 0 3410405 120520 None knnlbgkrm7 Excavation in hard rock of all toughness including boulders above 0.6 m diameter (0.113 cum) for canals, cut-off trench of embankments, filter / catch water drains and other appurtenent structures by approved controlled blasting methods including control of vibrations by use of delay detonators and control of fly-rocks by muffling arrangements and adopting only jack hammers for drilling holes and minimising damage to side slopes of canal in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques including cost of all materials, machinery, labour, placing excavated rock neatly in approved dump area as directed and all other ancillary operations complete (Organisation specific). (SR Item No.3.1, Page 47 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24 Common SOR) Cum 1086.6 1086.6 19275.0 False None None False None False 20944215.0 0 3410406 120520 None knnlbgkrm8 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings. Note: Outer gunniting of 25 mm thick CM 1:3 proportion by volume with weld mesh is removed from this specification. Outer tape coating is considered which is taken separately (SR Item No.7.24, Page 96 of WRD, MI & GWDD, KPCL Vol-4 Uniform Common SR 2023-24 Common SOR) 1740.0 mm Internal diameter, 10.0 mm thick MS E-250 Pipe m 66587.55 66587.55 12531.0 False None None False None False 834408589.05 0 3410407 120520 None knnlbgkrm9 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings. Note: Outer gunniting of 25 mm thick CM 1:3 proportion by volume with weld mesh is removed from this specification. Outer tape coating is considered which is taken separately (SR Item No.7.24, Page 96 of WRD, MI & GWDD, KPCL Vol-4 Uniform Common SR 2023-24 Common SOR)1330.0 mm Internal diameter, 8.0 mm thick MS E-250 Pipe m 39329.78 39329.78 2984.0 False None None False None False 117360063.52 0 3410408 120520 None knnlbgkrm10 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings. Note: Outer gunniting of 25 mm thick CM 1:3 proportion by volume with weld mesh is removed from this specification. Outer tape coating is considered which is taken separately (SR Item No.7.24, Page 96 of WRD, MI & GWDD, KPCL Vol-4 Uniform Common SR 2023-24 Common SOR)1120.0 mm Internal diameter, 7.0 mm thick MS E-250 Pipe m 28240.85 28240.85 1632.0 False None None False None False 46089067.2 0 3410409 120520 None knnlbgkrm11 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. For Outer Coating of MS Pipe (SR Item No.19, Page 189 of Maharashtra SR of SECTION -I(XVI) : M. S. PIPE LAYING for 2023-24) Sqm 983.77 983.77 87605.0 False None None False None False 86183170.85 0 3410410 120520 None knnlbgkrm12 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. (SR Item No.1.10, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 198.24 198.24 100619.0 False None None False None False 19946710.56 0 3410411 120520 None knnlbgkrm13 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 all lead and lifts. (SR Item No.8.7, Page 102 of WRD, MI & GWDD, KPCL Vol-4 Uniform Common SR 2023-24 Common SOR) Each 334.53 334.53 1685.0 False None None False None False 563683.05 0 3410412 120520 None knnlbgkrm14 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) (SR Item No.8.16 (MoRT&H : IRC 805 (ii) ), Page 67 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Each 3626.55 3626.55 17.0 False None None False None False 61651.35 0 3410413 120520 None knnlbgkrm40 Supplying and fixing of Double Flanged Resilient seated short body Butterfly valves - 1700mm dia Market Rate Nos 1331791.66 1331791.66 1.0 False None None False None False 1331791.66 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.1 Air Valve Chamber for Raising Main 7742559.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410414 120521 None knnlbgkav1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 126.38 126.38 378.0 False None None False None False 47771.64 0 3410415 120521 None knnlbgkav2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 462.0 False None None False None False 3699996.3 0 3410416 120521 None knnlbgkav3 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 54.6 False None None False None False 450057.972 0 3410417 120521 None knnlbgkav4 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 8.4 False None None False None False 822314.892 0 3410418 120521 None knnlbgkav5 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 294.0 False None None False None False 96893.58 0 3410419 120521 None knnlbgkav6 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. (SR Item No.2.36, Page 28 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) For TP Air Valves of 150mm dia Valve PN 10.0 (SR Item No.2.36.4, Page 28 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 62512.51 62512.51 42.0 False None None False None False 2625525.42 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.2- Sluice Valve Chamber for 1740mm dia 7782355.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410420 120522 None knnlbgksv1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 6.6 False None None False None False 52857.09 0 3410421 120522 None knnlbgksv2 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 297.0 False None None False None False 2448117.54 0 3410422 120522 None knnlbgksv3 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 (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 26.4 False None None False None False 2584418.232 0 3410423 120522 None knnlbgksv4 Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete. RCC Perforated rings - 1200 mmx1250 mm (SR Item No.62 (SOR CODE T820B), Page 203 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 11825.02 11825.02 66.0 False None None False None False 780451.32 0 3410424 120522 None knnlbgksv5 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. PVC pipes 63 mm dia., 6 kg/sqcm & class 3 (SR Item No.10.1.4 page 113 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 199.48 199.48 22.0 False None None False None False 4388.56 0 3410425 120522 None knnlbgksv6 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. (SR Item No.2.24.9, Page 23 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) For Sluice Valve of PN 10.0 and 200 mm Each 35570.45 35570.45 22.0 False None None False None False 782549.9 0 3410426 120522 None knnlbgksv7 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. For grade PE 100 PN 4.0 HDPE Grade PE 100-PN 10, 315 mm dia (SR Item No.9.12.13, Page 103 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 5134.42 5134.42 220.0 False None None False None False 1129572.4 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.3- Thrust Block of 11.25 degree bend 404249.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410427 120523 None knnlbgkbnd1 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 (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 11.25 degree Cum 126.38 126.38 30.0 False None None False None False 3791.4 0 3410428 120523 None knnlbgkbnd2 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 (SR Item No. 1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 11.25 degree Cum 449.76 449.76 228.0 False None None False None False 102545.28 0 3410429 120523 None knnlbgkbnd3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 11.25 degree Cum 8008.65 8008.65 1.5 False None None False None False 12012.975 0 3410430 120523 None knnlbgkbnd4 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) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 11.25 degree Block portion Cum 8225.9 8225.9 18.0 False None None False None False 148066.2 0 3410431 120523 None knnlbgkbnd5 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) At 20 kgs /Cum t 97894.63 97894.63 0.6 False None None False None False 58736.778 0 3410432 120523 None knnlbgkbnd6 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 240.0 False None None False None False 79096.8 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.3 - Thrust Block of 22.5 degree bend 536716.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410433 120524 None knnlbgktb1 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 (SR Item No.1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 22.5 bend Cum 126.38 126.38 51.0 False None None False None False 6445.38 0 3410434 120524 None knnlbgktb2 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 (SR Item No.1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 102.0 False None None False None False 45875.52 0 3410435 120524 None knnlbgktb3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 2.7 False None None False None False 21623.355 0 3410436 120524 None knnlbgktb4 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 41.1 False None None False None False 338084.49 0 3410437 120524 None knnlbgktb5 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 0.9 False None None False None False 88105.167 0 3410438 120524 None knnlbgktb6 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 111.0 False None None False None False 36582.27 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.3- Thrust Block of 45 degree bend 753733.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410439 120525 None knnlbgktb1 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 45 bend Cum 126.38 126.38 60.0 False None None False None False 7582.8 0 3410440 120525 None knnlbgktb2 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 (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 112.0 False None None False None False 50373.12 0 3410441 120525 None knnlbgktb3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 3.2 False None None False None False 25627.68 0 3410442 120525 None knnlbgktb4 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 60.4 False None None False None False 496844.36 0 3410443 120525 None knnlbgktb5 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 1.4 False None None False None False 137052.482 0 3410444 120525 None knnlbgktb6 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 110.0 False None None False None False 36252.7 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.3- Thrust Block of 90 degree bend 1602487.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410445 120526 None knnlbgktb1 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 90 bend Cum 126.38 126.38 114.0 False None None False None False 14407.32 0 3410446 120526 None knnlbgktb2 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 (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 188.0 False None None False None False 84554.88 0 3410447 120526 None knnlbgktb3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 5.8 False None None False None False 46450.17 0 3410448 120526 None knnlbgktb4 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 137.4 False None None False None False 1130238.66 0 3410449 120526 None knnlbgktb5 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 2.8 False None None False None False 274104.964 0 3410450 120526 None knnlbgktb6 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 160.0 False None None False None False 52731.2 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.4- Hard Passage 2085664.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410451 120527 None knnlbgkhp1 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 126.38 126.38 146.0 False None None False None False 18451.48 0 3410452 120527 None knnlbgkhp2 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 (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 182.0 False None None False None False 81856.32 0 3410453 120527 None knnlbgkhp3 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 In Hard Rock (requiring blasting) Depth upto 1.50m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 686.41 686.41 38.0 False None None False None False 26083.58 0 3410454 120527 None knnlbgkhp4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 6.8 False None None False None False 54458.82 0 3410455 120527 None knnlbgkhp5 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 114.6 False None None False None False 942688.14 0 3410456 120527 None knnlbgkhp6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 9.0 False None None False None False 881051.67 0 3410457 120527 None knnlbgkhp7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 246.0 False None None False None False 81074.22 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.5- Cart Track Crossings 5862500.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410458 120528 None knnlbgkctc1 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 126.38 126.38 624.0 False None None False None False 78861.12 0 3410459 120528 None knnlbgkctc2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 128.0 False None None False None False 57569.28 0 3410460 120528 None knnlbgkctc2a 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. Depth 1.5 m to 3.0 m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 552.9 552.9 128.0 False None None False None False 70771.2 0 3410461 120528 None knnlbgkctc3 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 - In Hard Rock (requiring blasting) Depth upto 1.50 m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 686.41 686.41 160.0 False None None False None False 109825.6 0 3410462 120528 None knnlbgkctc4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 30.4 False None None False None False 243462.96 0 3410463 120528 None knnlbgkctc5 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 265.6 False None None False None False 2184799.04 0 3410464 120528 None knnlbgkctc6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 20.8 False None None False None False 2036208.304 0 3410465 120528 None knnlbgkctc7 Providing and filling murrum / gravely soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts. (SR Item No.4.15, Page 61 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24 Common SOR) Cum 1015.98 1015.98 1064.0 False None None False None False 1081002.72 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.6- Asphalted Road Crossings 5386784.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410466 120529 None knnlbgkarc1 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. (SR Item No 2.19 (MoRT&H Spec 202), page 12 of PWD (C&B),NH & PRED- Roads & Bridges Vol-3 for 2023-24 Common SOR Cum 697.56 697.56 108.0 False None None False None False 75336.48 0 3410467 120529 None knnlbgkarc2 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 126.38 126.38 546.0 False None None False None False 69003.48 0 3410468 120529 None knnlbgkarc3 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 12.0 False None None False None False 5397.12 0 3410469 120529 None knnlbgkarc3a 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. Depth 1.5 m to 3.0 m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 552.9 552.9 540.0 False None None False None False 298566.0 0 3410470 120529 None knnlbgkarc4 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 - In Hard Rock (requiring blasting) Depth 1.5 m to 3.0 m (SR Item No. 1.16.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 795.05 795.05 18.0 False None None False None False 14310.9 0 3410471 120529 None knnlbgkarc4a 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 - In Hard Rock (requiring blasting) Depth 3.0 m to 4.5 m (SR Item No. 1.16.3, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 907.35 907.35 258.0 False None None False None False 234096.3 0 3410472 120529 None knnlbgkarc5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 40.2 False None None False None False 321947.73 0 3410473 120529 None knnlbgkarc6 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 229.8 False None None False None False 1890311.82 0 3410474 120529 None knnlbgkarc7 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 18.6 False None None False None False 1820840.118 0 3410475 120529 None knnlbgkarc8 Providing and filling murrum / gravely soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts. (SR Item No.4.15, Page 61 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24 Common SOR) Cum 1015.98 1015.98 216.0 False None None False None False 219451.68 0 3410476 120529 None knnlbgkarc9 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 For Grading -V Material (SR Item No.4.2 (MoRT&H Spec 401 B), Page 23 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 2922.8 2922.8 34.2 False None None False None False 99959.76 0 3410477 120529 None knnlbgkarc10. 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. (SR Item No.4.17 (MoRT&H Spec 406 ), Page 26 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 3170.6 3170.6 30.0 False None None False None False 95118.0 0 3410478 120529 None knnlbgkarc11 Dense Graded Bituminous Macadam Grading - II for traffic should be greater than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 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. (SR Item No.5.13 (MoRT&H Spec 505A), Page 35 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 12197.96 12197.96 13.2 False None None False None False 161013.072 0 3410479 120529 None knnlbgkarc12 Bituminous Concrete Grading II for traffic should be less than 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 percent 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 (SR Item No.5.16 (MoRT&H Spec 507B(C)), Page 38 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 13572.01 13572.01 6.0 False None None False None False 81432.06 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.7- State Highway Crossings 993266.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410480 120530 None knnlbgkshc1 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. (SR Item No 2.19 (MoRT&H Spec 202), page 12 of PWD (C&B),NH & PRED- Roads & Bridges Vol-3 for 2023-24 Common SOR Cum 697.56 697.56 17.2 False None None False None False 11998.032 0 3410481 120530 None knnlbgkshc2 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 126.38 126.38 90.0 False None None False None False 11374.2 0 3410482 120530 None knnlbgkshc3 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 92.0 False None None False None False 41377.92 0 3410483 120530 None knnlbgkshc24.3a 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. Depth 1.5 m to 3.0 m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 552.9 552.9 21.0 False None None False None False 11610.9 0 3410484 120530 None knnlbgkshc4 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 - In Hard Rock (requiring blasting) Depth upto 1.50 m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 686.41 686.41 23.0 False None None False None False 15787.43 0 3410485 120530 None knnlbgkshc5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 6.7 False None None False None False 53657.955 0 3410486 120530 None knnlbgkshc6 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 37.6 False None None False None False 309293.84 0 3410487 120530 None knnlbgkshc7 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 3.0 False None None False None False 293683.89 0 3410488 120530 None knnlbgkshc8 Providing and filling murrum / gravely soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts. (SR Item No.4.15, Page 61 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24 Common SOR) Cum 1015.98 1015.98 168.0 False None None False None False 170684.64 0 3410489 120530 None knnlbgkshc9 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 For Grading -V Material (SR Item No.4.2 (MoRT&H Spec 401 B), Page 23 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 2922.8 2922.8 6.0 False None None False None False 17536.8 0 3410490 120530 None knnlbgkshc10. 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. (SR Item No.4.17 (MoRT&H Spec 406 ), Page 26 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 3170.6 3170.6 5.0 False None None False None False 15853.0 0 3410491 120530 None knnlbgkshc11 Dense Graded Bituminous Macadam Grading - II for traffic should be greater than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 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. (SR Item No.5.13 (MoRT&H Spec 505A), Page 35 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 12197.96 12197.96 2.2 False None None False None False 26835.512 0 3410492 120530 None knnlbgkshc12 Bituminous Concrete Grading II for traffic should be less than 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 percent 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 (SR Item No.5.16 (MoRT&H Spec 507B(C)), Page 38 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 13572.01 13572.01 1.0 False None None False None False 13572.01 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.8- Anchor Block of 2.5 degree bend 2195816.79 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410493 120531 None knnlbgkab1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 2.5 bend Cum 126.38 126.38 390.0 False None None False None False 49288.2 0 3410494 120531 None knnlbgkab2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 30.0 False None None False None False 13492.8 0 3410495 120531 None knnlbgkab3 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. Depth 1.5 m to 3.0 m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 552.9 552.9 390.0 False None None False None False 215631.0 0 3410496 120531 None knnlbgkab4 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 In Hard Rock (requiring blasting) Depth exceeding 1.5m, but not exceeding 3m (SR Item No. 1.16.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 795.05 795.05 30.0 False None None False None False 23851.5 0 3410497 120531 None knnlbgkab5 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 In Hard Rock (requiring blasting) Depth exceeding 3m, but not exceeding 4.5m (SR Item No. 1.16.3, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 907.35 907.35 210.0 False None None False None False 190543.5 0 3410498 120531 None knnlbgkab6 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 12.0 False None None False None False 96103.8 0 3410499 120531 None knnlbgkab7 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 132.0 False None None False None False 1085818.8 0 3410500 120531 None knnlbgkab8 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 3.0 False None None False None False 293683.89 0 3410501 120531 None knnlbgkab9 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 690.0 False None None False None False 227403.3 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.8 - Anchor Block of 5 degree bend 2619706.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410502 120532 None knnlbgkab1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 5 bend Cum 126.38 126.38 380.0 False None None False None False 48024.4 0 3410503 120532 None knnlbgkab2 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. Depth 1.5 m to 3.0 m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 552.9 552.9 340.0 False None None False None False 187986.0 0 3410504 120532 None knnlbgkab2a 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. Depth exceeding 3 m, but not exceeding 4.5 m (SR Item No. 1.15.3, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) Cum 602.33 602.33 60.0 False None None False None False 36139.8 0 3410505 120532 None knnlbgkab3 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 In Hard Rock (requiring blasting) Depth exceeding 3m, but not exceeding 4.5m (SR Item No. 1.16.3, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 907.35 907.35 200.0 False None None False None False 181470.0 0 3410506 120532 None knnlbgkab4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 12.0 False None None False None False 96103.8 0 3410507 120532 None knnlbgkab5 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 180.0 False None None False None False 1480662.0 0 3410508 120532 None knnlbgkab6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 4.0 False None None False None False 391578.52 0 3410509 120532 None knnlbgkab7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 600.0 False None None False None False 197742.0 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.8- Anchor Block of 7.5 degree bend 3467726.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410510 120533 None knnlbgkab1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 7.5 bend Cum 126.38 126.38 432.0 False None None False None False 54596.16 0 3410511 120533 None knnlbgkab2 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. Depth 1.5 m to 3.0 m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 552.9 552.9 342.0 False None None False None False 189091.8 0 3410512 120533 None knnlbgkab2a 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. Depth exceeding 3 m, but not exceeding 4.5 m (SR Item No. 1.15.3, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) Cum 602.33 602.33 108.0 False None None False None False 65051.64 0 3410513 120533 None knnlbgkab3 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 In Hard Rock (requiring blasting) Depth exceeding 3m, but not exceeding 4.5m (SR Item No. 1.16.3, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 907.35 907.35 216.0 False None None False None False 195987.6 0 3410514 120533 None knnlbgkab4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 14.4 False None None False None False 115324.56 0 3410515 120533 None knnlbgkab5 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 257.4 False None None False None False 2117346.66 0 3410516 120533 None knnlbgkab6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 5.4 False None None False None False 528631.002 0 3410517 120533 None knnlbgkab7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 612.0 False None None False None False 201696.84 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.9- Submergence Crossing 163950285.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410518 120534 None knnlbgkrsc1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 693.6 False None None False None False 5554799.64 0 3410519 120534 None knnlbgkrsc2 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 to be paid separately) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 7889.7 False None None False None False 65033376.954 0 3410520 120534 None knnlbgkrsc3 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 953.7 False None None False None False 93362108.631 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.10- Butterfly Valve Chamber for 1120 mm dia 2213205.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410521 120535 None knnlbgkbvc1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 1120mm dia. Cum 126.38 126.38 29.0 False None None False None False 3665.02 0 3410522 120535 None knnlbgkbvc2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 18.8 False None None False None False 8455.488 0 3410523 120535 None knnlbgkbvc3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 1.5 False None None False None False 12012.975 0 3410524 120535 None knnlbgkbvc4 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 11.2 False None None False None False 92319.584 0 3410525 120535 None knnlbgkbvc5 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 1.0 False None None False None False 97894.63 0 3410526 120535 None knnlbgkbvc6 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 12.0 False None None False None False 3954.84 0 3410527 120535 None knnlbgkbvc7 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) 1200 mm Butterfly valve (SR Item No.2.43.13, Page 30 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 1994902.75 1994902.75 1.0 False None None False None False 1994902.75 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Air Valve Cushion for Raising main at Ch. 4.200 637282.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410528 120536 None knnlbgkacc1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for ch 4+200 Cum 126.38 126.38 5.0 False None None False None False 631.9 0 3410529 120536 None knnlbgkacc2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 6.0 False None None False None False 2698.56 0 3410530 120536 None knnlbgkacc3 Excavation in hard rock of all toughness including boulders above 0.6m dia. ( 0.113 cum ) by approved controlled blasting methods for foundations 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) In Hard rock Depth upto to 1.5 m (SR Item No.4.1, Page 59 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 1217.94 1217.94 1.1 False None None False None False 1339.734 0 3410531 120536 None knnlbgkacc4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 11.2 False None None False None False 89696.88 0 3410532 120536 None knnlbgkacc5 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 1.2 False None None False None False 9891.384 0 3410533 120536 None knnlbgkacc6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 0.2 False None None False None False 19578.926 0 3410534 120536 None knnlbgkacc7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 10.0 False None None False None False 3295.7 0 3410535 120536 None knnlbgkacc8 Supplying, fixing and commissioning Air Cushion Valve of approved make, body and seat ring of bronze, class conforming to IS: 14845 of 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. Market rate 200 mm diameter Air Cushion Valve -PN 10 Each 510149.4 510149.4 1.0 False None None False None False 510149.4 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Air Valve Cushion for Raising main at Ch. 11.400 636839.17 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410536 120537 None knnlbgkacc1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for ch 11+400 Cum 126.38 126.38 4.1 False None None False None False 518.158 0 3410537 120537 None knnlbgkacc2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 6.0 False None None False None False 2698.56 0 3410538 120537 None knnlbgkacc3 Excavation in hard rock of all toughness including boulders above 0.6m dia. ( 0.113 cum ) by approved controlled blasting methods for foundations 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) In Hard rock Depth upto to 1.5 m (SR Item No.4.1, Page 59 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 1217.94 1217.94 1.1 False None None False None False 1339.734 0 3410539 120537 None knnlbgkacc4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 11.2 False None None False None False 89696.88 0 3410540 120537 None knnlbgkacc5 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 1.2 False None None False None False 9891.384 0 3410541 120537 None knnlbgkacc6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 0.2 False None None False None False 19578.926 0 3410542 120537 None knnlbgkacc7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 9.0 False None None False None False 2966.13 0 3410543 120537 None knnlbgkacc8 Supplying, fixing and commissioning Air Cushion Valve of approved make, body and seat ring of bronze, class conforming to IS: 14845 of 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. Market rate 200 mm diameter Air Cushion Valve -PN 10 Each 510149.4 510149.4 1.0 False None None False None False 510149.4 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Air Valve Cushion for Raising Main at Ch. 12.350 606048.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410544 120538 None knnlbgkacc1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) at ch 12+350 Cum 126.38 126.38 5.0 False None None False None False 631.9 0 3410545 120538 None knnlbgkacc2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 6.0 False None None False None False 2698.56 0 3410546 120538 None knnlbgkacc3 Excavation in hard rock of all toughness including boulders above 0.6m dia. ( 0.113 cum ) by approved controlled blasting methods for foundations 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) In Hard rock Depth upto to 1.5 m (SR Item No.4.1, Page 59 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 1217.94 1217.94 1.1 False None None False None False 1339.734 0 3410547 120538 None knnlbgkacc4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 7.3 False None None False None False 58463.145 0 3410548 120538 None knnlbgkacc5 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 1.2 False None None False None False 9891.384 0 3410549 120538 None knnlbgkacc6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 0.2 False None None False None False 19578.926 0 3410550 120538 None knnlbgkacc7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 10.0 False None None False None False 3295.7 0 3410551 120538 None knnlbgkacc8 Supplying, fixing and commissioning Air Cushion Valve of approved make, body and seat ring of bronze, class conforming to IS: 14845 of 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. Market rate 200 mm diameter Air Cushion Valve -PN 10 Each 510149.4 510149.4 1.0 False None None False None False 510149.4 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Air Valve Cushion for Bleeder at Ch 1.100 593234.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410552 120539 None knnlbgkacc1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) at ch 1+100 Cum 126.38 126.38 5.0 False None None False None False 631.9 0 3410553 120539 None knnlbgkacc2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 6.0 False None None False None False 2698.56 0 3410554 120539 None knnlbgkacc3 Excavation in hard rock of all toughness including boulders above 0.6m dia. ( 0.113 cum ) by approved controlled blasting methods for foundations 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) In Hard rock Depth upto to 1.5 m (SR Item No.4.1, Page 59 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 1217.94 1217.94 1.1 False None None False None False 1339.734 0 3410555 120539 None knnlbgkacc4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 5.7 False None None False None False 45649.305 0 3410556 120539 None knnlbgkacc5 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 1.2 False None None False None False 9891.384 0 3410557 120539 None knnlbgkacc6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 0.2 False None None False None False 19578.926 0 3410558 120539 None knnlbgkacc7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 10.0 False None None False None False 3295.7 0 3410559 120539 None knnlbgkacc8 Supplying, fixing and commissioning Air Cushion Valve of approved make, body and seat ring of bronze, class conforming to IS: 14845 of 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. Market rate 200 mm diameter Air Cushion Valve -PN 10 Each 510149.4 510149.4 1.0 False None None False None False 510149.4 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Air Valve Cushion for Bleeder at Ch. 1.290 593234.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410560 120540 None knnlbgkacc1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) at ch 1+290 Cum 126.38 126.38 5.0 False None None False None False 631.9 0 3410561 120540 None knnlbgkacc2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 6.0 False None None False None False 2698.56 0 3410562 120540 None knnlbgkacc3 Excavation in hard rock of all toughness including boulders above 0.6m dia. ( 0.113 cum ) by approved controlled blasting methods for foundations 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) In Hard rock Depth upto to 1.5 m (SR Item No.4.1, Page 59 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 1217.94 1217.94 1.1 False None None False None False 1339.734 0 3410563 120540 None knnlbgkacc4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 5.7 False None None False None False 45649.305 0 3410564 120540 None knnlbgkacc5 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 1.2 False None None False None False 9891.384 0 3410565 120540 None knnlbgkacc6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 0.2 False None None False None False 19578.926 0 3410566 120540 None knnlbgkacc7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 10.0 False None None False None False 3295.7 0 3410567 120540 None knnlbgkacc8 Supplying, fixing and commissioning Air Cushion Valve of approved make, body and seat ring of bronze, class conforming to IS: 14845 of 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. Market rate 200 mm diameter Air Cushion Valve -PN 10 Each 510149.4 510149.4 1.0 False None None False None False 510149.4 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Air Valve Cushion for Bleeder at Ch. 1.500 593234.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410568 120541 None knnlbgkacc1 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 Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) at ch 1+500 Cum 126.38 126.38 5.0 False None None False None False 631.9 0 3410569 120541 None knnlbgkacc2 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. Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 6.0 False None None False None False 2698.56 0 3410570 120541 None knnlbgkacc3 Excavation in hard rock of all toughness including boulders above 0.6m dia. ( 0.113 cum ) by approved controlled blasting methods for foundations 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) In Hard rock Depth upto to 1.5 m (SR Item No.4.1, Page 59 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 1217.94 1217.94 1.1 False None None False None False 1339.734 0 3410571 120541 None knnlbgkacc4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8008.65 8008.65 5.7 False None None False None False 45649.305 0 3410572 120541 None knnlbgkacc5 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) sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8242.82 8242.82 1.2 False None None False None False 9891.384 0 3410573 120541 None knnlbgkacc6 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 0.2 False None None False None False 19578.926 0 3410574 120541 None knnlbgkacc7 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 10.0 False None None False None False 3295.7 0 3410575 120541 None knnlbgkacc8 Supplying, fixing and commissioning Air Cushion Valve of approved make, body and seat ring of bronze, class conforming to IS: 14845 of 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. Market rate 200 mm diameter Air Cushion Valve -PN 10 Each 510149.4 510149.4 1.0 False None None False None False 510149.4 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- One Way Surge-1 at Ch. 0.000 km (Near Pumphouse) 7548590.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410576 120542 None knnlbgkost1 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) at ch 0+000 Cum 126.38 126.38 125.0 False None None False None False 15797.5 0 3410577 120542 None knnlbgkost2 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 In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 63.0 False None None False None False 28334.88 0 3410578 120542 None knnlbgkost3 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. In Hard Rock (requiring blasting) Depth upto 1.50m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 686.41 686.41 63.0 False None None False None False 43243.83 0 3410579 120542 None knnlbgkost4 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. (SR Item No.2.13, Page 39 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 7517.01 7517.01 6.3 False None None False None False 47357.163 0 3410580 120542 None knnlbgkost5 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) 0 - 5 m Lift for Columns Cum 14200.67 14200.67 4.4 False None None False None False 62482.948 0 3410581 120542 None knnlbgkost5a 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Footing + Raft Cum 8771.0 8771.0 38.8 False None None False None False 340314.8 0 3410582 120542 None knnlbgkost6 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 0 - 5m Lift for Columns Cum 14758.84 14758.84 7.2 False None None False None False 106263.648 0 3410583 120542 None knnlbgkost6a Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 0 - 5m Lift for beams Cum 13890.68 13890.68 11.6 False None None False None False 161131.888 0 3410584 120542 None knnlbgkost6b Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for columns Cum 15800.64 15800.64 7.2 False None None False None False 113764.608 0 3410585 120542 None knnlbgkost6c Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for beams Cum 14932.48 14932.48 11.6 False None None False None False 173216.768 0 3410586 120542 None knnlbgkost6d Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for slabs Cum 14064.3 14064.3 0.2 False None None False None False 2812.86 0 3410587 120542 None knnlbgkost6e Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift for Columns Cum 15974.27 15974.27 4.4 False None None False None False 70286.788 0 3410588 120542 None knnlbgkost6f Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift for beams Cum 15106.1 15106.1 14.4 False None None False None False 217527.84 0 3410589 120542 None knnlbgkost6g Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for beams Cum 15279.74 15279.74 8.7 False None None False None False 132933.738 0 3410590 120542 None knnlbgkost6h Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for slabs Cum 14411.58 14411.58 23.3 False None None False None False 335789.814 0 3410591 120542 None knnlbgkost6i Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for walls Cum 16147.91 16147.91 27.6 False None None False None False 445682.316 0 3410592 120542 None knnlbgkost7 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 sqm) 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. Inside Tank (SR Item No.8.28,page 45 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 110.27 110.27 257.9 False None None False None False 28438.633 0 3410593 120542 None knnlbgkost8 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 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm 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. Outside paint (SR Item No.8.32,page 46 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 193.28 193.28 203.8 False None None False None False 39390.464 0 3410594 120542 None knnlbgkost9 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 (SR Item No.2.11(h), Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 18.1 False None None False None False 1771892.803 0 3410595 120542 None knnlbgkost10. 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. Excavated Area (SR Item No.1.9, page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 142.0 False None None False None False 46798.94 0 3410596 120542 None knnlbgkost11 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. (SR Item No.8.6.2,page 42 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 531.53 531.53 258.0 False None None False None False 137134.74 0 3410597 120542 None knnlbgkost12 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 (SR Item No.8.4.1, Page 41 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Sqm 400.2 400.2 204.0 False None None False None False 81640.8 0 3410598 120542 None knnlbgkost13 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 Engineerin-Charge. (SR Item No.11.26.1, Page 82 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Kg 170.98 170.98 392.0 False None None False None False 67024.16 0 3410599 120542 None knnlbgkost14 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 (SR Item No.7.1.1 Page 85 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 5423.1 5423.1 26.0 False None None False None False 141000.6 0 3410600 120542 None knnlbgkost15 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings. 900 mm dia 5 mm Thick MS Outlet pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 14869.84 14869.84 22.0 False None None False None False 327136.48 0 3410601 120542 None knnlbgkost15a 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings.500 mm dia 5 mm Thick MS Inlet Pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 8183.76 8183.76 22.0 False None None False None False 180042.72 0 3410602 120542 None knnlbgkost15b 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings.500 mm dia 5 mm Thick MS overflow pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 8183.76 8183.76 22.0 False None None False None False 180042.72 0 3410603 120542 None knnlbgkost16 Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of 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 inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT c) The pipe costs are FOR destination anywhere in Karnataka. For MS Pipes of 323.9 mm dia (SR Item No.5.3 , Page 60 of WRD, of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 7405.5 7405.5 18.0 False None None False None False 133299.0 0 3410604 120542 None knnlbgkost17 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. (SR Item No.2.23.7, Page 22 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 74742.68 74742.68 2.0 False None None False None False 149485.36 0 3410605 120542 None knnlbgkost18 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) (SR Item No.2.42.11, Page 30 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 924519.5 924519.5 1.0 False None None False None False 924519.5 0 3410606 120542 None knnlbgkost19 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 conveyingto 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 150 Non Return Valve (SR Item No.2.26.2 Page 24 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 94413.11 94413.11 1.0 False None None False None False 94413.11 0 3410607 120542 None knnlbgkost20. Supply and fitting of Float valves including cost of all materials, labour, loading, unloading etc. and with all lead and lifts etc. complete and as directed by Engineer - In - Charge Market Rate 500 mm dia -Float Valve Each 949389.06 949389.06 1.0 False None None False None False 949389.06 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- One Way Surge-2 at Ch. 5.100 km 8579395.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410608 120543 None knnlbgkost1 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) at ch 5+100 Cum 126.38 126.38 193.0 False None None False None False 24391.34 0 3410609 120543 None knnlbgkost2 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 In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 97.0 False None None False None False 43626.72 0 3410610 120543 None knnlbgkost3 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. In Hard Rock (requiring blasting) Depth upto 1.50m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 686.41 686.41 97.0 False None None False None False 66581.77 0 3410611 120543 None knnlbgkost4 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. (SR Item No.2.13, Page 39 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 7517.01 7517.01 9.7 False None None False None False 72914.997 0 3410612 120543 None knnlbgkost5 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) 0 - 5 m Lift for Columns Cum 14200.67 14200.67 4.4 False None None False None False 62482.948 0 3410613 120543 None knnlbgkost5a 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Footing + Raft Cum 8771.0 8771.0 58.5 False None None False None False 513103.5 0 3410614 120543 None knnlbgkost6 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 0 - 5m Lift for Columns Cum 14758.84 14758.84 7.2 False None None False None False 106263.648 0 3410615 120543 None knnlbgkost6a Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 0 - 5m Lift for beams Cum 13890.68 13890.68 15.4 False None None False None False 213916.472 0 3410616 120543 None knnlbgkost6b Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for columns Cum 15800.64 15800.64 7.2 False None None False None False 113764.608 0 3410617 120543 None knnlbgkost6c Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for beams Cum 14932.48 14932.48 15.4 False None None False None False 229960.192 0 3410618 120543 None knnlbgkost6d Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for slabs Cum 14064.3 14064.3 0.2 False None None False None False 2812.86 0 3410619 120543 None knnlbgkost6e Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift for Columns Cum 15974.27 15974.27 2.9 False None None False None False 46325.383 0 3410620 120543 None knnlbgkost6f Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift for beams Cum 15106.1 15106.1 19.2 False None None False None False 290037.12 0 3410621 120543 None knnlbgkost6g Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for beams Cum 15279.74 15279.74 11.6 False None None False None False 177244.984 0 3410622 120543 None knnlbgkost6h Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for slabs Cum 14411.58 14411.58 34.8 False None None False None False 501522.984 0 3410623 120543 None knnlbgkost6i Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for walls Cum 16147.91 16147.91 23.1 False None None False None False 373016.721 0 3410624 120543 None knnlbgkost7 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 sqm) 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. Inside Tank (SR Item No.8.28,page 45 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 110.27 110.27 324.7 False None None False None False 35804.669 0 3410625 120543 None knnlbgkost8 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 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm 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. Outside paint (SR Item No.8.32,page 46 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 193.28 193.28 261.8 False None None False None False 50600.704 0 3410626 120543 None knnlbgkost9 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 (SR Item No.2.11(h), Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 22.6 False None None False None False 2212418.638 0 3410627 120543 None knnlbgkost10. 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. Excavated Area (SR Item No.1.9, page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 221.0 False None None False None False 72834.97 0 3410628 120543 None knnlbgkost11 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. (SR Item No.8.6.2,page 42 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 531.53 531.53 325.0 False None None False None False 172747.25 0 3410629 120543 None knnlbgkost12 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 (SR Item No.8.4.1, Page 41 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Sqm 400.2 400.2 262.0 False None None False None False 104852.4 0 3410630 120543 None knnlbgkost13 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 Engineerin-Charge. (SR Item No.11.26.1, Page 82 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Kg 170.98 170.98 492.0 False None None False None False 84122.16 0 3410631 120543 None knnlbgkost14 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 (SR Item No.7.1.1 Page 85 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 5423.1 5423.1 23.0 False None None False None False 124731.3 0 3410632 120543 None knnlbgkost15 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings. 900 mm dia 5 mm Thick MS Outlet pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 14869.84 14869.84 21.0 False None None False None False 312266.64 0 3410633 120543 None knnlbgkost15a 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings.500 mm dia 5 mm Thick MS Inlet Pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 8183.76 8183.76 20.0 False None None False None False 163675.2 0 3410634 120543 None knnlbgkost15b 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings.500 mm dia 5 mm Thick MS overflow pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 8183.76 8183.76 20.0 False None None False None False 163675.2 0 3410635 120543 None knnlbgkost16 Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of 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 inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT c) The pipe costs are FOR destination anywhere in Karnataka. For MS Pipes of 323.9 mm dia (SR Item No.5.3 , Page 60 of WRD, of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 7405.5 7405.5 17.0 False None None False None False 125893.5 0 3410636 120543 None knnlbgkost17 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. (SR Item No.2.23.7, Page 22 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 74742.68 74742.68 2.0 False None None False None False 149485.36 0 3410637 120543 None knnlbgkost18 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) (SR Item No.2.42.11, Page 30 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 924519.5 924519.5 1.0 False None None False None False 924519.5 0 3410638 120543 None knnlbgkost19 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 conveyingto 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 150 Non Return Valve (SR Item No.2.26.2 Page 24 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 94413.11 94413.11 1.0 False None None False None False 94413.11 0 3410639 120543 None knnlbgkost20. Supply and fitting of Float valves including cost of all materials, labour, loading, unloading etc. and with all lead and lifts etc. complete and as directed by Engineer - In - Charge Market Rate 500 mm dia -Float Valve Each 949389.06 949389.06 1.0 False None None False None False 949389.06 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- One Way Surge-3 at Ch. 13.300 km 30020453.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410640 120544 None knnlbgkost1 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) at 13+300 Cum 126.38 126.38 1133.0 False None None False None False 143188.54 0 3410641 120544 None knnlbgkost2 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 In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 567.0 False None None False None False 255013.92 0 3410642 120544 None knnlbgkost3 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. In Hard Rock (requiring blasting) Depth upto 1.50m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 686.41 686.41 567.0 False None None False None False 389194.47 0 3410643 120544 None knnlbgkost4 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. (SR Item No.2.13, Page 39 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 7517.01 7517.01 56.7 False None None False None False 426214.467 0 3410644 120544 None knnlbgkost5 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) 0 - 5 m Lift for Columns Cum 14200.67 14200.67 17.3 False None None False None False 245671.591 0 3410645 120544 None knnlbgkost5a 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Footing + Raft Cum 8771.0 8771.0 341.1 False None None False None False 2991788.1 0 3410646 120544 None knnlbgkost6 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 0 - 5m Lift for Columns Cum 14758.84 14758.84 28.8 False None None False None False 425054.592 0 3410647 120544 None knnlbgkost6a Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 0 - 5m Lift for beams Cum 13890.68 13890.68 84.5 False None None False None False 1173762.46 0 3410648 120544 None knnlbgkost6b Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for columns Cum 15800.64 15800.64 28.8 False None None False None False 455058.432 0 3410649 120544 None knnlbgkost6c Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for beams Cum 14932.48 14932.48 84.5 False None None False None False 1261794.56 0 3410650 120544 None knnlbgkost6d Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for slabs Cum 14064.3 14064.3 0.2 False None None False None False 2812.86 0 3410651 120544 None knnlbgkost6e Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift for Columns Cum 15974.27 15974.27 11.6 False None None False None False 185301.532 0 3410652 120544 None knnlbgkost6f Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift for beams Cum 15106.1 15106.1 84.5 False None None False None False 1276465.45 0 3410653 120544 None knnlbgkost6g Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for beams Cum 15279.74 15279.74 42.3 False None None False None False 646333.002 0 3410654 120544 None knnlbgkost6h Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for slabs Cum 14411.58 14411.58 191.3 False None None False None False 2756935.254 0 3410655 120544 None knnlbgkost6i Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 15 - 20m Lift for walls Cum 16147.91 16147.91 63.4 False None None False None False 1023777.494 0 3410656 120544 None knnlbgkost7 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 sqm) 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. Inside Tank (SR Item No.8.28,page 45 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 110.27 110.27 1461.5 False None None False None False 161159.605 0 3410657 120544 None knnlbgkost8 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 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm 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. Outside paint (SR Item No.8.32,page 46 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 193.28 193.28 1325.8 False None None False None False 256250.624 0 3410658 120544 None knnlbgkost9 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 (SR Item No.2.11(h), Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 112.4 False None None False None False 11003356.412 0 3410659 120544 None knnlbgkost10. 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. Excavated Area (SR Item No.1.9, page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 1292.0 False None None False None False 425804.44 0 3410660 120544 None knnlbgkost11 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. (SR Item No.8.6.2,page 42 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 531.53 531.53 1462.0 False None None False None False 777096.86 0 3410661 120544 None knnlbgkost12 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 (SR Item No.8.4.1, Page 41 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Sqm 400.2 400.2 1326.0 False None None False None False 530665.2 0 3410662 120544 None knnlbgkost13 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 Engineerin-Charge. (SR Item No.11.26.1, Page 82 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Kg 170.98 170.98 1168.0 False None None False None False 199704.64 0 3410663 120544 None knnlbgkost14 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 (SR Item No.7.1.1 Page 85 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 5423.1 5423.1 23.0 False None None False None False 124731.3 0 3410664 120544 None knnlbgkost15 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings. 900 mm dia 5 mm Thick MS Outlet pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 14869.84 14869.84 21.0 False None None False None False 312266.64 0 3410665 120544 None knnlbgkost15a 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings.500 mm dia 5 mm Thick MS Inlet Pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 8183.76 8183.76 20.0 False None None False None False 163675.2 0 3410666 120544 None knnlbgkost15b 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings.500 mm dia 5 mm Thick MS overflow pipe (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 8183.76 8183.76 20.0 False None None False None False 163675.2 0 3410667 120544 None knnlbgkost16 Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of 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 inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT c) The pipe costs are FOR destination anywhere in Karnataka. For MS Pipes of 323.9 mm dia (SR Item No.5.3 , Page 60 of WRD, of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 7405.5 7405.5 17.0 False None None False None False 125893.5 0 3410668 120544 None knnlbgkost17 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. (SR Item No.2.23.7, Page 22 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 74742.68 74742.68 2.0 False None None False None False 149485.36 0 3410669 120544 None knnlbgkost18 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) (SR Item No.2.42.11, Page 30 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 924519.5 924519.5 1.0 False None None False None False 924519.5 0 3410670 120544 None knnlbgkost19 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 conveyingto 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 150 Non Return Valve (SR Item No.2.26.2 Page 24 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 94413.11 94413.11 1.0 False None None False None False 94413.11 0 3410671 120544 None knnlbgkost20. Supply and fitting of Float valves including cost of all materials, labour, loading, unloading etc. and with all lead and lifts etc. complete and as directed by Engineer - In - Charge Market Rate 500 mm dia -Float Valve Each 949389.06 949389.06 1.0 False None None False None False 949389.06 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- One Way Surge-1 at start of Bleeder 2122028.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410672 120545 None knnlbgkost1 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) at start of bleeder Cum 126.38 126.38 25.0 False None None False None False 3159.5 0 3410673 120545 None knnlbgkost2 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 In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 449.76 449.76 13.0 False None None False None False 5846.88 0 3410674 120545 None knnlbgkost3 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. (SR Item No.2.13, Page 39 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Cum 7517.01 7517.01 1.3 False None None False None False 9772.113 0 3410675 120545 None knnlbgkost4 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) 0 - 5 m Lift for Columns Cum 14200.67 14200.67 0.9 False None None False None False 12780.603 0 3410676 120545 None knnlbgkost4a 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Footing + Raft Cum 8771.0 8771.0 10.4 False None None False None False 91218.4 0 3410677 120545 None knnlbgkost5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 0 - 5m Lift for Columns Cum 14758.84 14758.84 1.8 False None None False None False 26565.912 0 3410678 120545 None knnlbgkost5a Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 0 - 5m Lift for beams Cum 13890.68 13890.68 1.5 False None None False None False 20836.02 0 3410679 120545 None knnlbgkost5b Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for columns Cum 15800.64 15800.64 1.8 False None None False None False 28441.152 0 3410680 120545 None knnlbgkost5c Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for beams Cum 14932.48 14932.48 1.5 False None None False None False 22398.72 0 3410681 120545 None knnlbgkost5d Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 5 - 10m Lift for slabs Cum 14064.3 14064.3 0.3 False None None False None False 4219.29 0 3410682 120545 None knnlbgkost5e Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift Cum 15106.1 15106.1 1.5 False None None False None False 22659.15 0 3410683 120545 None knnlbgkost5f Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift Cum 14237.94 14237.94 1.9 False None None False None False 27052.086 0 3410684 120545 None knnlbgkost5g Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) 10 - 15m Lift Cum 15974.27 15974.27 2.0 False None None False None False 31948.54 0 3410685 120545 None knnlbgkost6 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 sqm) 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. Inside Tank (SR Item No.8.28,page 45 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 110.27 110.27 21.8 False None None False None False 2403.886 0 3410686 120545 None knnlbgkost7 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 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm 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. Outside paint (SR Item No.8.32,page 46 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 193.28 193.28 25.0 False None None False None False 4832.0 0 3410687 120545 None knnlbgkost8 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 (SR Item No.2.11(h), Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 2.9 False None None False None False 283894.427 0 3410688 120545 None knnlbgkost9 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. Excavated Area (SR Item No.1.9, page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 30.0 False None None False None False 9887.1 0 3410689 120545 None knnlbgkost10. 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. (SR Item No.8.6.2,page 42 of PWD (C&B)- Buildings Vol-2 for 2023-24 Common SOR) Sqm 531.53 531.53 22.0 False None None False None False 11693.66 0 3410690 120545 None knnlbgkost11 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 (SR Item No.8.4.1, Page 41 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Sqm 400.2 400.2 25.0 False None None False None False 10005.0 0 3410691 120545 None knnlbgkost12 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 Engineerin-Charge. (SR Item No.11.26.1, Page 82 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Kg 170.98 170.98 201.0 False None None False None False 34366.98 0 3410692 120545 None knnlbgkost13 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 (SR Item No.7.1.1 Page 85 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) m 5423.1 5423.1 15.0 False None None False None False 81346.5 0 3410693 120545 None knnlbgkost14 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 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm 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 & all necessary works complete as per specifications and approved drawings. (SR Item No.7.24, Page 60 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 9855.28 9855.28 17.0 False None None False None False 167539.76 0 3410694 120545 None knnlbgkost15 Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of 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 inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT c) The pipe costs are FOR destination anywhere in Karnataka. (SR Item No.5.2.1 , Page 60 of WRD, of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) 273.1 mm dia 4.8 mm Thick MS Inlet Pipe m 5600.28 5600.28 14.0 False None None False None False 78403.92 0 3410695 120545 None knnlbgkost15a Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of 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 inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT c) The pipe costs are FOR destination anywhere in Karnataka. (SR Item No.5.2.1 , Page 60 of WRD, of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) 273.1 mm dia 4.8 mm Thick MS overflow pipe m 5600.28 5600.28 14.0 False None None False None False 78403.92 0 3410696 120545 None knnlbgkost15b Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of 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 inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT c) The pipe costs are FOR destination anywhere in Karnataka. (SR Item No.5.2.1 , Page 60 of WRD, of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) 219 mm dia 4.8 mm Thick MS scour pipe m 4503.77 4503.77 13.0 False None None False None False 58549.01 0 3410697 120545 None knnlbgkost16 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete (SR Item No.2.25.3, Page 23 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 56129.18 56129.18 2.0 False None None False None False 112258.36 0 3410698 120545 None knnlbgkost17 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) (SR Item No.2.43.8, Page 30 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 291276.51 291276.51 1.0 False None None False None False 291276.51 0 3410699 120545 None knnlbgkost18 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 conveyingto 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 150 Non Return Valve (SR Item No.2.26.2 Page 24 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) Each 115573.92 115573.92 1.0 False None None False None False 115573.92 0 3410700 120545 None knnlbgkost19 Supply and fitting of Float valves including cost of all materials, labour, loading, unloading etc. and with all lead and lifts etc. complete and as directed by Engineer - In - Charge Market 250 mm dia -Float Valve Each 474695.12 474695.12 1.0 False None None False None False 474695.12 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Delivery Chamber at the end of Raising Main 4261925.15 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410701 120546 None knnlbgkdcr1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (SR Item No. 2.7, MORT&H:IRC 202 (iv) (b), Page 10 of Common SR for Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 1155.99 1155.99 1.0 False None None False None False 1155.99 0 3410702 120546 None knnlbgkdcr2 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 126.38 126.38 554.0 False None None False None False 70014.52 0 3410703 120546 None knnlbgkdcr3 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. Depth upto 3-4.5 m (SR Item No. 1.15.3, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 602.33 602.33 182.0 False None None False None False 109624.06 0 3410704 120546 None knnlbgkdcr4 Laying of a geotextile filter between pitching and embankment slopes on which painting 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. (SR Item 14.6 (MoRT&H Spec. 700 & 2504), Page No 129, of Roads & Bridges SR Vol-3 for 2023-24 Common SOR) Sqm 138.77 138.77 204.0 False None None False None False 28309.08 0 3410705 120546 None knnlbgkdcr5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 7791.39 7791.39 15.0 False None None False None False 116870.85 0 3410706 120546 None knnlbgkdcr6 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8771.0 8771.0 165.3 False None None False None False 1449846.3 0 3410707 120546 None knnlbgkdcr7 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 25.7 False None None False None False 211405.63 0 3410708 120546 None knnlbgkdcr8 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 19.9 False None None False None False 1948103.137 0 3410709 120546 None knnlbgkdcr9 Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc.,complete with all leads and lifts. (SR Item No.2.26, Page 41 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24 Common SOR) m 712.43 712.43 36.0 False None None False None False 25647.48 0 3410710 120546 None knnlbgkdcr10 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 635.0 False None None False None False 209276.95 0 3410711 120546 None knnlbgkdcr11 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 and all other ancillary operations complete. (SR Item No.4.12, Page 61 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 2098.87 2098.87 27.6 False None None False None False 57928.812 0 3410712 120546 None knnlbgkdcr12 Providing and laying 100 mm thick in-situ M-20 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for canal lining deploying batching plant, transit mixer and vibratory cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, forming contraction joints, fixing PVC joint sealing strips, finishing, curing, shifting of paver from one side to other side of canal with all other ancillary operations complete. (SR Item No.3.23.2, Page 50 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Sqm 1034.57 1034.57 3.2 False None None False None False 3310.624 0 3410713 120546 None knnlbgkdcr13 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 sqm) 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 (SR Item No.8.28, Page 45 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) Sqm 110.27 110.27 211.5 False None None False None False 23322.105 0 3410714 120546 None knnlbgkdcr14 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete.. (SR Item No 4.14 page 34 of of WRD, MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Sqm 2734.47 2734.47 2.6 False None None False None False 7109.622 0 1719649715000 0 None None Lift Irrigation Scheme Section -1 Construction of Lift Scheme (Civil Works)- Delivery Chamber at the end of Bleeder 4040420.02 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410715 120547 None knnlbgkdcb1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (SR Item No. 2.7, MORT&H:IRC 202 (iv) (b), Page 10 of Common SR for Roads & Bridges Vol-3 for 2023-24 Common SOR) Cum 1155.99 1155.99 1.0 False None None False None False 1155.99 0 3410716 120547 None knnlbgkdcb2 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 126.38 126.38 537.0 False None None False None False 67866.06 0 3410717 120547 None knnlbgkdcb3 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. Depth upto 3-4.5 m (SR Item No. 1.15.3, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 602.33 602.33 157.0 False None None False None False 94565.81 0 3410718 120547 None knnlbgkdcb4 Laying of a geotextile filter between pitching and embankment slopes on which painting 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. (SR Item 14.6 (MoRT&H Spec. 700 & 2504), Page No 129, of Roads & Bridges SR Vol-3 for 2023-24 Common SOR) Sqm 138.77 138.77 193.0 False None None False None False 26782.61 0 3410719 120547 None knnlbgkdcb5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 7791.39 7791.39 14.4 False None None False None False 112196.016 0 3410720 120547 None knnlbgkdcb6 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) cum0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8771.0 8771.0 156.7 False None None False None False 1374415.7 0 3410721 120547 None knnlbgkdcb7 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) sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) Cum 8225.9 8225.9 24.5 False None None False None False 201534.55 0 3410722 120547 None knnlbgkdcb8 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for2023-24 Common SR) t 97894.63 97894.63 18.9 False None None False None False 1850208.507 0 3410723 120547 None knnlbgkdcb9 Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc.,complete with all leads and lifts. (SR Item No.2.26, Page 41 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24 Common SOR) m 712.43 712.43 35.1 False None None False None False 25006.293 0 3410724 120547 None knnlbgkdcb10 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Cum 329.57 329.57 599.0 False None None False None False 197412.43 0 3410725 120547 None knnlbgkdcb11 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 and all other ancillary operations complete. (SR Item No.4.12, Page 61 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) m 2098.87 2098.87 27.0 False None None False None False 56669.49 0 3410726 120547 None knnlbgkdcb12 Providing and laying 100 mm thick in-situ M-20 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for canal lining deploying batching plant, transit mixer and vibratory cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, forming contraction joints, fixing PVC joint sealing strips, finishing, curing, shifting of paver from one side to other side of canal with all other ancillary operations complete. (SR Item No.3.23.2, Page 50 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Sqm 1034.57 1034.57 3.2 False None None False None False 3310.624 0 3410727 120547 None knnlbgkdcb13 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 sqm) 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 (SR Item No.4.12, Page 61 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Sqm 110.27 110.27 201.2 False None None False None False 22186.324 0 3410728 120547 None knnlbgkdcb14 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete.. (SR Item No 4.14 page 34 of of WRD, MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) Sqm 2734.47 2734.47 2.6 False None None False None False 7109.622 0 1719649715000 0 None None Lift Irrigation Scheme Section 2- Part A- Detailed Engineering 14815900.64 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410729 120548 None knnlbgksy1 Add for Detailed Topographical and Block levels of Rising main geotechnicalInvestigation, surge analysis, design of surge protection works and structures along rising main, Delivery chamber and other miscellaneous works Job 14815900.64 14815900.64 1.0 False None None False None False 14815900.64 0 1719649715000 0 None None Lift Irrigation Scheme Section 2- Part B- Operation and Maintenance 6392915.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3410730 120549 None knnlbgkom1 Operation & Maintenance Charges for the Scheme for 5 years Nos 1278583.1 1278583.1 5.0 False None None False None False 6392915.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719906512000 1 None None ELIGIBILITY Tenders from Joint ventures are acceptable. None 1719906512000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719906512000 1 None None ELIGIBILITY Any other condition as per Tender Notification and Bid Document None 1719906512000 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 1719906512000 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 1719907484000 0 None None ELIGIBILITY On behalf of the Managing Director Karnataka Neeravari Nigama Limited, Bangalore, the Executive Engineer, KNNL, MBC Division No. 1, Gaddankeri Camp, Bagalkote, Karnataka invites tenders on LUMPSUM TURN-KEY basis on e-procurement portal for the following work from registered as Class -1 Contractor in KPWD/CPWD. The two tender document submission procedure as per Rule 28 of KTPP Act shall be followed. The bidders are requested to submit their bids in two tender document system including EMD in e-cash. The first Electronic document (Technical Bid) should contain the documents as mentioned in Para 1.1. The Second Electronic document shall contain the financial bid. The first Electronic document (Technical bid) will be opened first, thereafter Second Electronic document (financial bid) of only those bidders who have paid the requisite EMD and fulfill the conditions contained in Para.1.1 will be opened. The amount put to tender consist of the following. a. Total Amount Put to Tender including GST of 18 percentage - Rs. 150.28 Crores. The bidder should quote for this amount -Rs. 150.28 Crores. No separate GST shall be paid to the Contractor. b. Quoted amount is exclusive of all deposits and Land Acquisition cost. The amount will be paid by the Nigam. None 1719907504000 0 None None ELIGIBILITY The bids should be submitted in two covers A. FIRST ELECTRONIC DOCUMENT (TECHNICAL BID) SHALL CONTAIN THE QUALIFYING DOCUMENTS MENTIONED IN TENDER NOTIFICATION AND BID DOCUMENT B. Second Electronic Document shall contain financial Bid. The First Electronic Document (Technical bid) will be opened first and thereafter Second Electronic Document (financial bid) will be opened only of those bidders who qualify in the technical bid. In case the lowest bidder fails to produce the original documents for entering into an agreement or the original documents submitted does not match with the uploaded documents or found false, then his bid is treated as non-responsive bid as per clause -26(4) of the KTPP rules & his name would be recommended for cancellation of registration in Karnataka PWD and barred from participation in any of the tenders invited by the KNNL apart from forfeiting the EMD paid through E-cash. The Prebid meeting will be held as mentioned in portal in the office of the Chief Engineer, KNNL, Irrigation (N) Zone, Club Road, Belagavi.The queries if any are to be sent not later than on by the intending bidders through email to the Executive Engineer (the email id for sending queries is eeknnlbgk(at)gmail.com. None 1719907524000 1 None None ELIGIBILITY Last Date & Time for tender queries, submission of completed e tendering documents, opening of technical bid and financial bid is as mentioned in the portal. The necessary certificates/documents in support of pre-qualification criteria fulfilled as stipulated shall be scanned and attached to e-tender document. The scanned signature of the bidder /authorized representatives of the bidder shall be attached while uploading the bid document. The Qualification Criterias are mentioned in the Detailed Tender Notification and the Bid Document. The bid shall be technically evaluated based on the specifications indicated in Section 3 in bid document. The Bidder or any of his 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. 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. If any bidder fails to satisfy the conditions mentioned above, such bids will be rejected and their financial bids will not be opened. For laying M.S. pipe line the contractor shall engage only those agencies who have done similar job. The bidder should enclose the detailed methodology of execution of the scheme as per the scope of work. The Bidder shall be responsible for successful performance of the contract. The Bidder to participate in the tender under single bid basis only. Any violation will attract disqualification of the bid. The contractor/authorized signatory should attach his/her scanned signature to the Schedule-B before uploading and also submitting their tenders. If any of the dates mentioned above happen to be a general holiday, the next working day holds good. 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. Further information can be had from the undersigned during office hours on telephone no. 08354 297046. 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. Corrigendum will be published in the web site/ newspapers/e-portal of all modifications /corrections if any. None 1719907550000 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 the possession of such land and start the work by obtaining 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. If the percentage 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 and 90 percentage of the updated cost put to tender. In case of contractor quoting above 125 percentage of updated cost put to tender, then the over and above 125 percentage of the updated cost put to tender will be withheld during the progress of work. The additional performance will be released proportionately to the bill amount till the contractor achieves progress of the entire cost of the work as per agreement. The additional performance security and withheld amount in the later case will be released only after 30 days from the date of entire work contracted is fully completed and so certified by the competent. (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 1719907560000 1 None None ELIGIBILITY They should abide by the directions of Government towards recovery of 1percentage (or as modified by the Government from time to time) Cess from the contractors bill under the provisions of building and other constructions worker welfare cess Act 1996. The intending bidders are advised to visit the site of work, make themselves familiar with local situation about the availability of construction materials, work men, land required for construction activities, etc., and shall upload along with bid with details of references for visit of different parts of the scheme in the form of photographs of site. The contractor is responsible for any damages due to natural calamity the government or Nigam will not give any compensation for until the completion of maintenance period. The work proposed as per the scope of work is off-taking from Ghataprabha River near Mallapur village of Bagalkote taluk and 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 1719907578000 1 None None ELIGIBILITY The Stage-1 Head works consisting Construction of Intake, Jackwell cum pump houses, Pumping Machinery and its civil works, Electrical substation, Transmission Line and its civil works are already tendered and in award stage. The present scope includes Construction of Raising main and its appurtenant structure and Delivery Chamber at the end of rising main. It will be the responsibility of the bidder to coordinate with the other agency who is executing Stage 1 works and commission the scheme in full manner. The intending bidder/firm/company are advised to visit the work site before submission of the tenders. The contractor should mention their recent correct portal address & mail address in declaration forms. The tender processing charges paid by the bidder/firm/company are not refundable even if the tender is cancelled. 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. The bidder/firm/company shall send the authorization letter for their representation duly attesting their signature. 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 and M including 2 years defect liability period from the date of issue of certificate by the competent authority for successful commissioning of the project. 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 those materials in the prevailing Schedule of Rates. 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. Typographical errors if any will not be the ground for any claims by the bidder/firm/company. The amount put to tender is Inclusive of GST. The contractor shall quote the rates including GST. The contractor shall also abide by the other conditions as laid down in detailed Tender Notification and Bid document. None 1720095542000 0 None None ELIGIBILITY The stamp duty amount for Joint Venture/ Tie-up etc. should be according to prevailing rules. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each tenderer in his her name should have achieved in the last five years (2019-20 to 2023-24) should have satisfactorily completed (at least 90 percentage of contract value if work is ongoing) as a prime contractor, at least one lift irrigation scheme of value not less than Rs. 75.14 crores (usually not less than 50% estimated value of 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 percent per year to bring it to the price level of financial year in which tenders are invited Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending bidder should have supplied, erected, tested, completed and commissioned MS pipes not less than 1000 mm inner diameter for a length of at least 9 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. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending bidder should have executed in any one year, the following minimum quantities of work during the last 5 years 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- Earthwork Excavation 78,400 Cum. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Annual turnover should not be less than Rs. 200.38 crores in any of the 2 FY during 19-20 to 23-24. In case of JV all partners combined satisfy the annual turnover. Lead partner should have at least 51 percent of the Turnover in any of the Two yrs during the last 5 yrs. Audited P and L account certified by a practicing CA along with the copy of IT returns filed for the years indicated above should be furnished duly mentioning UDIN on Turnover certificate from CA. Turnover certificate without UDIN will not be considered. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid asset and or availability of credit facilities of not less than Rs. 37.57 crores unconditional credit lines or letters of credits or certificates from nationalized or scheduled banks for meeting the fund requirement etc. The contractor should upload necessary documents issued by then nationalized or scheduled banks as per prescribed format enclosed as Annexure XIV.valid for six months. Further the agency has to furnish the above credit facilities for the entire work period as per tender. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The qualification criteria can be satisfied by Joint Venture (adding collectively the credentials of all JV partners). All the partners should have achieved at least 25% of prescribed annual turnover (Qualification criteria). Others Joint Venture createdTs version createdDate modifiedDate documentName None None None None Others -- Joint Venture None None None None Each Tenderer should further demonstrate Availability by owning at least 50 percent of the required or specified key and critical equipment for this work and the remaining 50 percent can be deployed on lease or hire basis for all the works provided, the relevant documents (commitment agreements etc.) for availability for this work are furnished. The following key and critical equipment for the work. Tipper-4 (2 own 2 lease), Excavators-2 (1 own 1 lease), Mobile Crane-2 (1 own 1 lease), Water tanker-2 (1 own 1 lease) and Self loading Concrete mixers- 2 (1 own 1 lease) Others Machineries and Equipments createdTs version createdDate modifiedDate documentName None None None None Others -- Machineries and Equipments 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 as (AXNX1.5 - B) Others bid capacity createdTs version createdDate modifiedDate documentName None None None None Others -- bid capacity None None None None Existing commitments and on-going works to be completed during the next 1.5 years (period of completion of the works for which Tenders are invited . 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. Others commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- commitments and ongoing works None None None None Any other criteria as per tender notification or Bid document Others other createdTs version createdDate modifiedDate documentName None None None None Others -- other
tenderCriterionDocumentList	documentName optional documentTypeText A copy of the PWD or CPWD Class I Registration Certificate. True Technical Bid Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy. True Technical Bid Copy of Valid GST Registration Certificate & PAN card True Technical Bid Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded as in Section 3 Qualification Information. True Technical Bid The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. True Technical Bid Contact address, scanned signature, contact number and email of the Tenderer. True Technical Bid The joint venture of the individual bidders shall be formed prior to the bidding and necessary agreement for having joint venture before bidding should be uploaded. True Technical Bid The individual bidders of joint venture should be Class I Contractor registered in Karnataka PWD/Central PWD separately. A copy of valid KPWD/CPWD Class I registration certificate of individual bidders of joint venture should be uploaded. True Technical Bid The number of JVs shall not exceed 3. All the partners should have achieved in at least two financial years 25 percent of prescribed annual turnover in Qualification criteria in the last 5 years 2019-20 to 2023-24. The lead partner should have at least 51 percent partnership True Technical Bid In case of JV all the partner are jointly and severely responsible for successful performance of the contract. The lead partner shall enter in to a joint venture agreement on stamp Paper in the prescribed format which shall be concluded prior to bidding and enclosed to the bid document and submit along with the request for bid document.The stamp duty amount for Joint Venture/ Tie-up etc. should be according to prevailing rules. True Technical Bid One of the partners of JV Lead Partner shall be duly authorized with a legally binding power of attorney to apply for tender forms and to sign the tender and to make further correspondences and deal with KNNL on behalf of JV. True Technical Bid The qualification criteria can be satisfied by individual or Joint Venture adding collectively the credentials of all JV partners. All the partners should have achieved at least 25 percent of prescribed annual turnover Qualification criteria True Technical Bid Each tenderer in his her name in the last five years 2019-20 to 2023-24 should have satisfactorily completed or at least 90 percentage of contract value if work is ongoing as a prime contractor, at least one LIS of value not less than Rs. 75.14 crores i.e usually not less than 50 percent est. value of contract. WD cert. 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. True Technical Bid Annual turnover should not be less than Rs. 200.38 crores in any of the 2 FY during 19-20 to 23-24. In case of JV all partners combined satisfy the annual turnover. Lead partner should have at least 51 percent of Turnover in any of the Two yrs during the last 5 yrs. Audited P and L account certified by a practicing CA with the copy of ITR filed for the years indicated above should be furnished mentioning UDIN on TO certif. from CA. TO cert. without UDIN will not be considered True Technical Bid Liquid asset and or availability of credit facilities of not less than Rs. 37.57 crores unconditional credit lines or letters of credits or certificates from nationalized or scheduled banks for meeting the fund requirement etc. The contractor should upload necessary documents issued by then nationalized or scheduled banks as per prescribed format enclosed as Annexure XIV.valid for six months. Further the agency has to furnish the above credit facilities for the entire work period as per tender. True Technical Bid The intending bidder should have supplied, erected, tested, completed and commissioned MS pipes not less than 1000 mm inner diameter for a length of at least 9 kms in any one year during last 5 years 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 should have executed in any one year, the following minimum quantities of work during the last 5 years 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- Earthwork Excavation 78,400 Cum. True Technical Bid Each Tenderer should further demonstrate Availability of the required or specified key and critical equipment for this work with the relevant documents like commitment agreements etc. for availability for this work are furnished. The following key and critical equipment for the work. Tipper-4 , 2 own 2 lease, Excavators-2, 1 own 1 lease, Mobile Crane-2, 1 own 1 lease, Water tanker-2, 1 own 1 lease and Self loading Concrete mixers- 2, 1 own 1 lease. 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 as AXNX1.5 - B True Technical Bid Existing commitments and on-going works to be completed during the next 1.5 years. 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 Any other criteria as per tender notification or Bid document True Technical Bid The Bidder or any of his 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
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BAGALKOT Mallapur- Kelavadi, Bagalkote District 16 11 35 75 43 35
tenderAddress	createdTs 1720098343000 version 0 createdDate None modifiedDate None blockNumber Office of the Chief Engineer, KNNL, Irrigation (N) Zone, Club Road, Belagavi street None city Belagavi state Karnataka pin 590001
tenderRecallDTO	None