createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1710333869845 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2350.00 emd 160000.00 bidValueType LUMPSUM bidValueTypeText Lumpsum tenderReceiptClose 02-04-2024 17:30:00 tenderQueryClose 30-03-2024 17:30:00 technicalBidOpen 04-04-2024 11:30:00 publishedDate 15-03-2024 12:16:50 publishedByPost DUDC_EE_DVG publishedByUser KPE11131 - PRASANNA R V bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 28-03-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson PRASANNA RV 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 08192251168 mobileNumber 8073496067 tenderSupplierList None
tenderSchedule	createdTs 1710333869879 version 6 createdDate None modifiedDate None tenderNumber DMA/2023-24/OW/WORK_INDENT17605 title Toilet Construction Library construction and Drainage with slab works at TMC Malebennuru description Toilet Construction Library construction and Drainage with slab works at TMC Malebennuru category WORKS categoryText Works ecv 9390000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2184 locationName DMA District Urban Development Cell Davanagere provisionalAmount 9390000.0 groupOverheadTotal 1448625.89 fileNumber DUDC/2/CR/1142/2021-22/MBR2
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710333870000 0 None None Other Works Toilet Construction Library construction and Drainage with slab works at TMC Malebennuru 7941374.11 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3048526 103064 None 19.9.2 Demolishing stone rubble masonry manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer incharge of work Cum 1734.52 1734.52 42.72 False None None False None False 74098.6944 0 3048527 103064 None 19.7.3 Demolishing brick work manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer incharge. In cement mortar Cum 1059.87 1059.87 26.75 False None None False None False 28351.5225 0 3048528 103064 None 19.12.2 Dismantling doors, windows and clerestory windows steel or wood shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer incharge Of area beyond 3 sqm Sqm 269.86 269.86 7.028 False None None False None False 1896.57608 0 3048529 103064 None 19.30 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer incharge. Sqm 147.29 147.29 570.0 False None None False None False 83955.3 0 3048530 103064 None 1.4.1 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings and bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m. Cum 249.26 249.26 677.42 False None None False None False 168853.7092 0 3048531 103064 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery and other appurtenaces required to complete the work. Cum 105.06 105.06 65.64 False None None False None False 6896.1384 0 3048532 103064 None 4.2(II) Construction of Granular SubBase 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 II Material Cum 2504.96 2504.96 106.2 False None None False None False 266026.752 0 3048533 103064 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork sh B20all be paid separately. M7.5 Using 40 mm and down size graded crushed coarse aggregates. Cum 5833.92 5833.92 115.0599 False None None False None False 671250.251808 0 3048534 103064 None 2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No.15, Item.No 2.2.1 Vol-1 2023-24) Cum 6475.61 6475.61 25.915 False None None False None False 167815.43315 0 3048535 103064 None 2.4.2 Providing and laying in position 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 necessary, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Vol-I,PNO-16, INO-2.4.2 Of 2023-2024 PWD SR] Cum 6512.69 6512.69 314.483 False None None False None False 2048130.28927 0 3048536 103064 None 1.1 Formwork 35 Percentage on finished rate of concrete per cum For Drain Cum 2279.44 2279.44 294.08 False None None False None False 670337.7152 0 3048537 103064 None 1.2 Formwork 8 Percentage on finished rate of concrete per per cum For Footing Cum 518.05 518.05 17.07 False None None False None False 8843.1135 0 3048538 103064 None 1.5 Formwork 50 Percentage on finished rate of concrete per per cum For Plinth Beam Cum 3237.81 3237.81 8.8 False None None False None False 28492.728 0 3048539 103064 None 1.6 Formwork 60 Percentage on finished rate of concrete per per cum For Lintel Cum 3907.61 3907.61 2.55 False None None False None False 9964.4055 0 3048540 103064 None 2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 3.50 m height. The granite or trap or 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6828.9 6828.9 12.43 False None None False None False 84883.227 0 3048541 103064 None 2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 3.50 m height. The granite or trap or 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.1% Lifting charges included Cum 6897.19 6897.19 12.73 False None None False None False 87801.2287 0 3048542 103064 None 1.7 Formwork 70 Percentage on finished rate of concrete per cum For Column Cum 4780.23 4780.23 3.04 False None None False None False 14531.8992 0 3048543 103064 None 1.8 Formwork 70 Percentage on finished rate of concrete per cum For Column Cum 4558.88 4558.88 3.03 False None None False None False 13813.4064 0 3048544 103064 None 1.9 Formwork 70 Percentage on finished rate of concrete per cum For Column 1 percent Lifting charges included Cum 4828.03 4828.03 2.92 False None None False None False 14097.8476 0 3048545 103064 None 1.10 Formwork 60 Percentage on finished rate of concrete per cum For Roof Beam Cum 4097.34 4097.34 1.35 False None None False None False 5531.409 0 3048546 103064 None 1.11 Formwork 60 Percentage on finished rate of concrete per cum For Roof Beam Cum 3907.61 3907.61 2.76 False None None False None False 10785.0036 0 3048547 103064 None 1.12 Formwork 60 Percentage on finished rate of concrete per cum For Roof Beam 1 percent Lifting charges included Cum 4138.31 4138.31 1.72 False None None False None False 7117.8932 0 3048548 103064 None 1.13 Formwork 50 Percentage on finished rate of concrete per cum For Roof Slab Cum 3414.45 3414.45 8.04 False None None False None False 27452.178 0 3048549 103064 None 1.14 Formwork 50 Percentage on finished rate of concrete per cum For Roof Slab Cum 3256.35 3256.35 5.01 False None None False None False 16314.3135 0 3048550 103064 None 1.15 Formwork 50 Percentage on finished rate of concrete per cum For Roof Slab 1 percent Lifting charges included Cum 3448.59 3448.59 8.09 False None None False None False 27899.0931 0 3048551 103064 None 1.16 Formwork 45 Percentage on finished rate of concrete per cum For Chejja Cum 2930.71 2930.71 0.81 False None None False None False 2373.8751 0 3048552 103064 None 2.11 a Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery,labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. t 92140.71 92140.71 4.635 False None None False None False 427072.19085 0 3048553 103064 None 2.11 a Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery,labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. t 93062.12 93062.12 1.1 False None None False None False 102368.332 0 3048554 103064 None 2.11 h Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery,labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. t 81381.33 81381.33 20.62 False None None False None False 1678083.0246 0 3048555 103064 None 1.8 Construction of Embankment by excavating the available approved Gravel or Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage and all other appurtenaces required to complete the work. Cum 488.22 488.22 117.98 False None None False None False 57600.1956 0 3048556 103064 None 3.1 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 87.55 87.55 651.6 False None None False None False 57047.58 0 3048557 103064 None 1.2.2 Concealed Conduit System Supplying heavy gauge PVC conduit pipe mm dia. mm thick confirming to IS 2509 with suitable size bends, metal or PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary. 25 mm dia 2 mm thick. m 78.0 78.0 70.0 False None None False None False 5460.0 0 3048558 103064 None 1.2.1 Concealed Conduit System Supplying heavy gauge PVC conduit pipe mm dia. mm thick confirming to IS 2509 with suitable size bends, metal or PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary. 19/20 mm dia 2 mm thick m 66.0 66.0 60.0 False None None False None False 3960.0 0 3048559 103064 None 6.32 Providing and constructing load bearing wall with Solid Concrete blocksof size 400x200x200mm having block density more than 1800 kg per cum and minimum compressive strength of 4.00 N per sqmm conforming to IS 2185 Part I 2005 and constructed with CM 1 is to 4 as per IS 2572 2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1349.3 1349.3 87.57 False None None False None False 118158.201 0 3048560 103064 None 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg per cum and minimum compressive strength of 4.00 N per sqmm conforming to IS 2185 Part I 2005 and constructed with CM 1 is to 4 as per IS 2572 2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1137.12 1137.12 37.62 False None None False None False 42778.4544 0 3048561 103064 None 11.34B Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings or wooden frames with rawl plugs screws etc. Kgs 188.49 188.49 430.919 False None None False None False 81223.92231 0 3048562 103064 None 20.2.1 Float glass panes of nominal thickness 4 mm weight not less than 10kg per sqm Sqm 843.57 843.57 2.43 False None None False None False 2049.8751 0 3048563 103064 None 8.1.1 Providing 12 mm cement plaster with cement mortar 1 is to 4 1 cement and 4 fine sand to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer incharge. Sqm 262.65 262.65 84.24 False None None False None False 22125.636 0 3048564 103064 None 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1 is to 4 1 cement and 4 fine sand to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer incharge. Sqm 359.47 359.47 172.44 False None None False None False 61987.0068 0 3048565 103064 None 9.9 Providing and laying Ceramic glazed floor tiles of size 300x300 mm thickness to be specified by the manufacturer of 1st quality conforming to IS 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 is to 4 1 Cement and 4 Coarse sand, Jointing with grey cement slurry at 3.3 kg per sqm including pointing the joints with white cement and matching pigment etc., complete. Sqm 1108.28 1108.28 40.589 False None None False None False 44983.97692 0 3048566 103064 None 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1 is to 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 1433.76 1433.76 121.2899 False None None False None False 173900.607024 0 3048567 103064 None 8.35.2 Painting with Silicon and Acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats 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 incharge. Sqm 203.94 203.94 117.63 False None None False None False 23989.4622 0 3048568 103064 None 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67L per 10 sqm over and including priming coat of exterior primer applied at 2.20 kgper 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 incharge. Sqm 179.22 179.22 172.44 False None None False None False 30904.6968 0 3048569 103064 None 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 103.0 103.0 117.63 False None None False None False 12115.89 0 3048570 103064 None 12.54 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners and jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification and direction of Engineer incharge. m 327.54 327.54 30.0 False None None False None False 9826.2 0 3048571 103064 None 12.53 Providing and fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top and bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet and 30 x 50mm wide to form stiles and mm thick and 75mm wide PVC Sheets for top rail, lock rail and bottom rail on either side and 5mm thick 20mm wide PVC sheet as gap insert for top rail and bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles and rails with 5x30mm PVC sheet beading on either side and joined together with solvent cement adhesive etc., Complete as per manufacturers specification and direction of Engineer incharge fixed to frames with 3 nos of 75 mm Aluminium hinges. Sqm 1635.64 1635.64 11.34 False None None False None False 18548.1576 0 3048572 103064 None 12.68.2 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. 100x58x1.9mm. Each 44.29 44.29 9.0 False None None False None False 398.61 0 3048573 103064 None 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised an odic coating not less than grade AC 10 as per IS 1868 transparent or dyed to required colour or shade, with necessary screws etc. complete. Each 133.9 133.9 6.0 False None None False None False 803.4 0 3048574 103064 None 12.79.2 Providing and fixing bright finished brass handles with screws etc. complete Brass handles 100 mm with plate 150x32 mm. Each 237.93 237.93 6.0 False None None False None False 1427.58 0 3048575 103064 None 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an evenshade. Two coat applied at 0.90 ltr per 10 sqm over an under coat of primerapplied at 0.80 ltr per 10 sqm of approved brand and manufacture includingpreparing the surface after thorougly cleaning oil, grease, dirt and foreignmatter, cost of materials, labour complete as per specifications and asper directions of Engineer incharge. Sqm 143.17 143.17 9.06 False None None False None False 1297.1202 0 3048576 103064 None 13.31.3 Providing and fixing Chlorinated polyvinyl chloride CPVC pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting this includes jointing of pipes and fittings with one step CPVC solvent cement ,trenching,refilling and testing of joinits complete as per direction of engineer in charge. 25mmOuter dia. m 327.54 327.54 150.0 False None None False None False 49131.0 0 3048577 103064 None 13.31.2 Providing and fixing Chlorinated polyvinyl chloride CPVC pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting this includes jointing of pipes and fittings with one step CPVC solvent cement ,trenching,refilling and testing of joinits complete as per direction of engineer in charge. 25mmOuter dia.20mmOuter dia m 249.26 249.26 105.0 False None None False None False 26172.3 0 3048578 103064 None 13.12 Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931 No 654.05 654.05 15.0 False None None False None False 9810.75 0 3048579 103064 None 13.15 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 746.75 746.75 9.0 False None None False None False 6720.75 0 3048580 103064 None 14.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. Each 3174.46 3174.46 3.0 False None None False None False 9523.38 0 3048581 103064 None 14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. Each 1465.69 1465.69 3.0 False None None False None False 4397.07 0 3048582 103064 None 14.89a Providing and fixing Towel rail 600mm length made of Stainless steel with all concealed fitting arrangements and all necessary accesories complete. Class a. Economy No 1299.86 1299.86 3.0 False None None False None False 3899.58 0 3048583 103064 None 14.32.2 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm. No 1048.54 1048.54 3.0 False None None False None False 3145.62 0 3048584 103064 None 14.2.1 Providing and fixing white vitreous china pedestal type water closet European type W.C. pan with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device handle lever, conforming to IS 7231, with all fittings and fix tures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid. Each 4983.14 4983.14 3.0 False None None False None False 14949.42 0 3048585 103064 None 14.79 a Providing and fixing Single flow hand showers with Anti lime jets with 1.5m Extendable flexible tube, holder and wall flange made of Stainless steel with all concealed fitting arrangements and all necessary accesories complete. Class a. Economy Each 1362.69 1362.69 3.0 False None None False None False 4088.07 0 3048586 103064 None 14.1.1 Providing and fixing water closet squatting pan Indian type W.C. pan with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device handle lever conforming to IS 7231, with all fittings and fix tures complete, including cutting and making good the walls and floors wherever required.White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 5030.52 5030.52 3.0 False None None False None False 15091.56 0 3048587 103064 None 13.59 Providing and fixing PVC S.W.R Nahani Trap 10cms x 10cms with all fitting arrangements and all necessary accessories complete. No 226.6 226.6 9.0 False None None False None False 2039.4 0 3048588 103064 None 13.6 Providing and fixing PVC S.W.R P Trap 10cms x 10cms with all fitting arrangements and all necessary accessories complete. No 318.27 318.27 6.0 False None None False None False 1909.62 0 3048589 103064 None 10.2.2 Supplying UNPLASTICISED PVC pipes conforming to IS 16098 2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes herever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type, with all labour, lead and lifts, including encasing the pipes 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 .Pipes of SN4, 110mm dia. m 296.64 296.64 90.0 False None None False None False 26697.6 0 3048590 103064 None 10.9.8 Supply and delivery at site special moulded variety PVC elbows as per IS 7834 or 1987 and fabricated as per IG124 or 1984 with ISI mark with its latest amendments 110 mm dia PVC Elbows. Each 311.06 311.06 9.0 False None None False None False 2799.54 0 3048591 103064 None 10.10.8 Supply and delivery at site special moulded variety PVC tee as per IS 7834 or 1987 and fabricated as per IG124 or 1984 with ISI mark with its latest amendments 110 mm dia PVC Tee. Each 258.53 258.53 3.0 False None None False None False 775.59 0 3048592 103064 None 10.11.8 Supply and delivery at site special moulded variety PVC bend as per IS 7834 or 1987 and fabricated as per IG124 or 1984 with ISI mark with its latest amendments 110 mm dia PVC BEND. Each 506.76 506.76 9.0 False None None False None False 4560.84 0 3048593 103064 None 10.12.8 Supply and delivery at site special moulded variety PVC service saddles as per IS 7834 or 1987 and fabricated as per IG124 or 1984 with ISI mark with its latest amendments 110 mm dia PVC SERVICE SADDLES. Each 267.8 267.8 9.0 False None None False None False 2410.2 0 3048594 103064 None 10.13.8 Supply and delivery at site special moulded variety PVC reducer as per IS 7834 or 1987 and fabricated as per IG124 or 1984 with ISI mark with its latest amendments 110 mm dia PVC REDUCER. Each 268.83 268.83 9.0 False None None False None False 2419.47 0 3048595 103064 None 11.26.1 Providing and Fixing hand rail of approved size by welding etc to steel ladder,railing,balcony railing ,staricase railing,and similar works including applying primer coat of approved steel primer ERW tube including cost materials,labour, usage charges of machinery complete as per specification and as per direction of the Engineer incharge. Kg 142.14 142.14 320.37 False None None False None False 45537.3918 0 3048596 103064 None 13.53 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1 is to 4 1 cement 4 coarse sand C.I. cover with frame light duty 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg, R.C.C. top slab with 1 is to 1.5 is to 3 mix 1 cement 1.5 fine sand 3 graded stone aggregate 20 mm nominal size, foundation concrete 1is to 5 is to 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size, inside plastering 12 mm thick with cement mortar 1 is to 3 1 cement 3 coarse sand, finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design Inside dimensions 455x610 mm and 45 cm deep for single pipe line With common burnt clay non modular bricks of class designation 3.5 Each 5811.26 5811.26 6.0 False None None False None False 34867.56 0 3048597 103064 None 13.78 Providing and placing on terrace at all floor levels polyethylene water storage tank, IS 12701 marked, 12 13.34 with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes 1 8.00 but without fittings and the base support for tank. Ltr 9.27 9.27 3000.0 False None None False None False 27810.0 0 3048598 103064 None 13.5.3 Providing and fixing ball valve brass of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore. No 341.96 341.96 3.0 False None None False None False 1025.88 0 3048599 103064 None 1.4.7 Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable or conduit entry as required with one coat of primer of approved make etc.200 x 200 x 65 mm. No 348.0 348.0 6.0 False None None False None False 2088.0 0 3048600 103064 None 1.7.1 Extra for Groove cutting in brick wall or CC floor to the suitable depth for concealing of Conduit or GI pipe and plastering, finishing upto wall surface complete. upto 50 mm conduit in brick wall. m 29.0 29.0 60.0 False None None False None False 1740.0 0 3048601 103064 None 5.16 Supplying and fixing of Shunt trip suitable for MCCB.CBCT. Each 1703.0 1703.0 3.0 False None None False None False 5109.0 0 3048602 103064 None 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve, indicator ON or OFF, energy cross 3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898. 1 . 6-32Amps SP No 415.0 415.0 3.0 False None None False None False 1245.0 0 3048603 103064 None 5.7.4 Supplying and fixing of Porcelain fuse channel with cut out on existing wooden or panel using necessary nuts, bolts and Washers , 100 Amps. No 619.0 619.0 3.0 False None None False None False 1857.0 0 3048604 103064 None 2.3.2 Wiring for lighting or power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694 confirming to latest amendments. 1.5 mm2. m 26.0 26.0 120.0 False None None False None False 3120.0 0 3048605 103064 None 32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS 1554 Part 1 or IS 7098 Part 1, Armouring strip thickness and resistivity as per IS 3975 10 Sqmm, 4 Core, 10 GI Strips 4 x 0.8 mm Km 118004.0 118004.0 0.075 False None None False None False 8850.3 0 3048606 103064 None 31.05 Laying of cable in existing trench or GI pipe or stoneware or RCC Hume pipe using Wooden or Aluminium Rollers as directed by the departmental staff LT cable 2.5 to 25 sqmm. 4 core 10 sqmm Km 16159.0 16159.0 0.075 False None None False None False 1211.925 0 3048607 103064 None 12.28.2 Supplying and Fixing of Special Type Halogen LA Operating voltage range from 180V to 265V, 50Hz AC power Supply. 100 W No 177.0 177.0 6.0 False None None False None False 1062.0 0 3048608 103064 None 13.56 Making soak pit 2.5 m diameter 3.0 m deep with 45 x 45 cm dry brick honey comb shaft with bricks and PVC S.W.R drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay non modular bricks of class designation 3.5. Each 23714.72 23714.72 3.0 False None None False None False 71144.16 0 3048609 103064 None 8.54 Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge 1.25mm thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border or messages or symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1 is to 4 is to 8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge and MoRTH specification 804 Each 9270.0 9270.0 2.0 False None None False None False 18540.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710333871000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710333871000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710333871000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1710333890000 0 None None ELIGIBILITY ALL TERMS AND CONDITIONS AS PER THE BID DOCUMENT None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Executed in any one year the following minimum quantities of work.1.Earth work excavationbankment 594.10 Cum.2.PCC RCC134.51Cum3.TMTSteelReinforcement.21.09tonne.4.Loadbearingwall with Solid Concrete blocks100.15Sqm Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None liquid assets and or availability of credit facilities of no less than Rs. 23.83 Lakhs (Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- banker certificate None None None None Bid capacity as per the bid document ongoing and existing commitment details should be attach as per the bid document format Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining works by concerned None None None None class 3 and above civil registration copy Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 158.82 lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Satisfactory completed, at least one similar nature of work like Construction of Buildings works value not less than Rs. 39.70 Lakhs as a prime contractor Financial Status None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid WORKDONE CERTIFICATE True Technical Bid BANKERS CERTIFICATE True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1710399806000 version 0 createdDate None modifiedDate None blockNumber dudc dc office room no 22 davanagere street None city DAVANAGERE state Karnataka pin 577006
tenderRecallDTO	None