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noticeInvitingTenderDTO	createdTs 1726639283232 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 344934.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 27-09-2024 17:00:00 tenderQueryClose 26-09-2024 17:00:20 technicalBidOpen 30-09-2024 10:30:00 publishedDate 18-09-2024 16:21:55 publishedByPost PWD_EE_DIV_MYS publishedByUser KPE11845 - G RAJU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 24-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson VEERABHADRA SWAMY splitEmdRequiredYn True emdBankGuarantee 244934.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212402810 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726639283332 version 5 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT15501 title One time improvements to road from National high way 766 to via jio rubber factory join to state highway in mysuru taluk. description One time improvements to road from National high way 766 to via jio rubber factory join to state highway in mysuru taluk. category WORKS categoryText Works ecv 22995587.26 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1674 locationName PWD Division Office Mysuru provisionalAmount 27500000.0 groupOverheadTotal 0.0 fileNumber AEE/NO-1/PWD/SDN/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726639283000 1 None None Roads Road estimate 21201918.09 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019326 155778 None 001 Clearing and Grubbing Road Land. 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. By Mechanical Means using Dozer In area of thorny jungle( Uni SR-2023-24, Volume 3, Page No 9, Sl No 2.4 (ii) B ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 50.4 False None None False None False 19807.2 0 4019327 155778 None 002 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. ( Uni SR-2023-24, Volume 1, Page No 08, Item No 1.14.1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 765.46 False None None False None False 78076.92 0 4019328 155778 None 003 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 6.0 6.0 7875.0 False None None False None False 47250.0 0 4019329 155778 None 004 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) ( Uni SR-2023-24, Volume 3, Page No 7, Sl No 1.7) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 119.0 119.0 229.64 False None None False None False 27327.16 0 4019330 155778 None 005 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ( Uni SR-2023-24, Volume 3, Page No 7, Sl No 1.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 474.0 474.0 2132.86 False None None False None False 1010975.64 0 4019331 155778 None 006 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ( Uni SR-2023-24, Volume 3, Page No 17, Sl No 3.6) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 493.0 493.0 1361.75 False None None False None False 671342.75 0 4019332 155778 None 007 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Common SR Vol- 3 , P.No : 19, I.No : 4.1 A(v) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2487.0 2487.0 2074.05 False None None False None False 5158162.35 0 4019333 155778 None 008 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 Common SR Vol- 3 , P.No : 26, I.No : 4.17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2559.0 2559.0 2409.25 False None None False None False 6165270.75 0 4019334 155778 None 009 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means ( Uni SR-2023-24, Volume 3, Page No 31, Item No 5.1 A(i)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 41.0 41.0 11522.5 False None None False None False 472422.5 0 4019335 155778 None 0010 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom Common SR Vol-3 , P.No : 31, I.No : 5.3(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 14.0 14.0 11522.5 False None None False None False 161315.0 0 4019336 155778 None 0011 Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to Common SR Vol-3 , P.No : 32, I.No : 5.8 (c) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7661.0 7661.0 576.12 False None None False None False 4413655.32 0 4019337 155778 None 0012 Mix Seal Surfacing Providing, laying and rolling of Close-Graded Premix Carpet (OGPC) surfacing material by Manual Means of 20 mm thickness composed 13.2 mm to 0.9 mm (Type-B) aggregates using VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification.Common SR Vol-3 , P.No : 134, I.No : 20.13 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 227.0 227.0 11522.5 False None None False None False 2615607.5 0 4019338 155778 None 0013 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.( Uni SR-2023-24, Volume 3, Page No 67, Sl No 8.15) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 530.0 530.0 419.0 False None None False None False 222070.0 0 4019339 155778 None 0014 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a inimum value of 500 Kg. Fixing will be by drilling holes on the road for the hanks to go inside, without nails and using epoxy resin based dhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.Common SR Vol-3 , P.No : 74, I.No : 8.43 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 365.0 365.0 170.0 False None None False None False 62050.0 0 4019340 155778 None 0014 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangleCommon SR Vol-3 , P.No :54, I.No : 8.6. A(iv) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Each 3604.0 3604.0 10.0 False None None False None False 36040.0 0 4019341 155778 None 0015 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Common SR Vol-3 , P.No :65, I.No : 8.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 9010.0 9010.0 4.5 False None None False None False 40545.0 0 1726639283000 1 None None Roads Construction of BOX culvert 1568536.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019342 155779 None 001 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 .B.Rubble stone masonry in cement mortar.( 2023-24 SR Vol-3 page No 8. I.No 2.10(iv)B ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 481.0 481.0 32.4 False None None False None False 15584.4 0 4019343 155779 None 002 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Above 600 mm to 900 mm dia( 2023-24 SR Vol-3 page No 11, I.No 2.17 (ix) B) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Rmtr 1096.0 1096.0 45.0 False None None False None False 49320.0 0 4019344 155779 None 003 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 ( 2023-24 SR Vol-1 page No 8. I.No 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 239.62 False None None False None False 24441.24 0 4019345 155779 None 004 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 ( 2023-24 SR Vol-1 page No 15. I.No 2.1.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 5989.0 5989.0 12.75 False None None False None False 76359.75 0 4019346 155779 None 005 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( 2023-24 SR Vol-1 page No 15. I.No 2.2.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6287.0 6287.0 27.77 False None None False None False 174589.99 0 4019347 155779 None 006 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( 2023-24 SR Vol-1 page No 15. I.No 2.2.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 1257.0 1257.0 27.77 False None None False None False 34906.89 0 4019348 155779 None 007 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) ( 2023-24 SR Vol-1 page No 16. I.No 2.5.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6843.0 6843.0 45.09 False None None False None False 308550.87 0 4019349 155779 None 008 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre Spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Common SR Vol-3 , P.No :121, I.No : 13.5 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2264.0 2264.0 16.0 False None None False None False 36224.0 0 4019350 155779 None 009 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)( 2023-24 SR Vol-1 page No 16. I.No 2.5.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 1368.6 1368.6 45.08 False None None False None False 61696.488 0 4019351 155779 None 010 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. Foundations of Bridges( 2023-24 SR Vol-1 page No 18, I.No 2.11 b) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 86206.0 86206.0 1.81 False None None False None False 156032.86 0 4019352 155779 None 011 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. Sub structure of Bridges ( 2023-24 SR Vol-1 page No 18, I.No 2.11 c) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 86433.0 86433.0 1.83 False None None False None False 158172.39 0 4019353 155779 None 012 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. Super structure of Bridges ( 2023-24 SR Vol-1 page No 18, I.No 2.11 d) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 86658.0 86658.0 1.7 False None None False None False 147318.6 0 4019354 155779 None 013 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. ( 2023-24 SR Vol-3 page No. 117. I.No 12.4) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2677.0 2677.0 30.0 False None None False None False 80310.0 0 4019355 155779 None 014 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ( P No-121, I No-13.8 VOL-III CSR 2023-24 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6811.0 6811.0 3.38 False None None False None False 23021.18 0 4019356 155779 None 015 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ( P No-122, I No-13.9 VOL-III CSR 2023-24 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 11835.0 11835.0 4.5 False None None False None False 53257.5 0 4019357 155779 None 016 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) ( P No-121, I No-13.2 VOL-III CSR 2023-24 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 13971.0 13971.0 2.81 False None None False None False 39258.51 0 4019358 155779 None 017 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.( 2023-24 SR Vol-3 page No 123. I.No 13.14) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 84.0 84.0 18.0 False None None False None False 1512.0 0 4019359 155779 None 018 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.( 2023-24 SR Vol-3 page No 7. I.No 1.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 474.0 474.0 270.0 False None None False None False 127980.0 0 1726639283000 1 None None Roads Maintainance 225132.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019360 155780 None 001 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. By Mechanical Means using Dozer, A. In area of light jungle ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 50.4 False None None False None False 19807.2 0 4019361 155780 None 002 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. By Mechanical Means using Dozer, A. In area of light jungle ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 50.4 False None None False None False 19807.2 0 4019362 155780 None 003 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. By Mechanical Means using Dozer, A. In area of light jungle ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 50.4 False None None False None False 19807.2 0 4019363 155780 None 004 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification (Data rate). ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 240.0 240.0 57.76 False None None False None False 13862.4 0 4019364 155780 None 005 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification (Data rate). ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 240.0 240.0 115.5 False None None False None False 27720.0 0 4019365 155780 None 006 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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 (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 18.56 False None None False None False 1893.12 0 4019366 155780 None 007 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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 (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 18.19 False None None False None False 1855.38 0 4019367 155780 None 008 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 105.0 False None None False None False 10185.0 0 4019368 155780 None 009 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 105.0 False None None False None False 10185.0 0 4019369 155780 None 010 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 105.0 False None None False None False 10185.0 0 4019370 155780 None 011 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 4050.0 False None None False None False 24300.0 0 4019371 155780 None 012 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 4060.0 False None None False None False 24360.0 0 4019372 155780 None 013 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 4060.0 False None None False None False 24360.0 0 4019373 155780 None 014 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 (Common SR Vol-3 , P.No : 147, I.No : 16.20 i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 2047.0 2047.0 3.0 False None None False None False 6141.0 0 4019374 155780 None 015 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 (Common SR Vol-3 , P.No : 147, I.No : 16.22) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 2047.0 2047.0 4.0 False None None False None False 8188.0 0 4019375 155780 None 016 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 206.0 206.0 1.0 False None None False None False 206.0 0 4019376 155780 None 017 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 20.25 (ii)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 1135.0 1135.0 2.0 False None None False None False 2270.0 0 1726642742000 0 None None Roads One time improvements to road from National high way 766 to via jio rubber factory join to state highway in mysuru taluk. 22995587.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4020316 155828 None 001 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 .B.Rubble stone masonry in cement mortar.( 2023-24 SR Vol-3 page No 8. I.No 2.10(iv)B ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 481.0 481.0 32.4 False None None False None False 15584.4 0 4020334 155828 None 001 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. By Mechanical Means using Dozer, A. In area of light jungle ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 50.4 False None None False None False 19807.2 0 4020300 155828 None 001 Clearing and Grubbing Road Land. 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. By Mechanical Means using Dozer In area of thorny jungle( Uni SR-2023-24, Volume 3, Page No 9, Sl No 2.4 (ii) B ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 50.4 False None None False None False 19807.2 0 4020301 155828 None 002 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. ( Uni SR-2023-24, Volume 1, Page No 08, Item No 1.14.1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 765.46 False None None False None False 78076.92 0 4020335 155828 None 002 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. By Mechanical Means using Dozer, A. In area of light jungle ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 50.4 False None None False None False 19807.2 0 4020317 155828 None 002 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Above 600 mm to 900 mm dia( 2023-24 SR Vol-3 page No 11, I.No 2.17 (ix) B) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Rmtr 1096.0 1096.0 45.0 False None None False None False 49320.0 0 4020302 155828 None 003 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 6.0 6.0 7875.0 False None None False None False 47250.0 0 4020318 155828 None 003 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 ( 2023-24 SR Vol-1 page No 8. I.No 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 239.62 False None None False None False 24441.24 0 4020336 155828 None 003 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. By Mechanical Means using Dozer, A. In area of light jungle ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 50.4 False None None False None False 19807.2 0 4020303 155828 None 004 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) ( Uni SR-2023-24, Volume 3, Page No 7, Sl No 1.7) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 119.0 119.0 229.64 False None None False None False 27327.16 0 4020319 155828 None 004 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 ( 2023-24 SR Vol-1 page No 15. I.No 2.1.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 5989.0 5989.0 12.75 False None None False None False 76359.75 0 4020337 155828 None 004 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification (Data rate). ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 240.0 240.0 57.76 False None None False None False 13862.4 0 4020338 155828 None 005 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification (Data rate). ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 240.0 240.0 115.5 False None None False None False 27720.0 0 4020304 155828 None 005 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ( Uni SR-2023-24, Volume 3, Page No 7, Sl No 1.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 474.0 474.0 2132.86 False None None False None False 1010975.64 0 4020320 155828 None 005 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( 2023-24 SR Vol-1 page No 15. I.No 2.2.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6287.0 6287.0 27.77 False None None False None False 174589.99 0 4020339 155828 None 006 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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 (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 18.56 False None None False None False 1893.12 0 4020321 155828 None 006 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( 2023-24 SR Vol-1 page No 15. I.No 2.2.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 1257.0 1257.0 27.77 False None None False None False 34906.89 0 4020305 155828 None 006 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ( Uni SR-2023-24, Volume 3, Page No 17, Sl No 3.6) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 493.0 493.0 1361.75 False None None False None False 671342.75 0 4020306 155828 None 007 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Common SR Vol- 3 , P.No : 19, I.No : 4.1 A(v) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2487.0 2487.0 2074.05 False None None False None False 5158162.35 0 4020322 155828 None 007 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) ( 2023-24 SR Vol-1 page No 16. I.No 2.5.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6843.0 6843.0 45.09 False None None False None False 308550.87 0 4020340 155828 None 007 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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 (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 18.19 False None None False None False 1855.38 0 4020307 155828 None 008 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 Common SR Vol- 3 , P.No : 26, I.No : 4.17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2559.0 2559.0 2409.25 False None None False None False 6165270.75 0 4020323 155828 None 008 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre Spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Common SR Vol-3 , P.No :121, I.No : 13.5 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2264.0 2264.0 16.0 False None None False None False 36224.0 0 4020341 155828 None 008 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 105.0 False None None False None False 10185.0 0 4020308 155828 None 009 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means ( Uni SR-2023-24, Volume 3, Page No 31, Item No 5.1 A(i)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 41.0 41.0 11522.5 False None None False None False 472422.5 0 4020324 155828 None 009 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)( 2023-24 SR Vol-1 page No 16. I.No 2.5.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 1368.6 1368.6 45.08 False None None False None False 61696.488 0 4020342 155828 None 009 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 105.0 False None None False None False 10185.0 0 4020309 155828 None 0010 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom Common SR Vol-3 , P.No : 31, I.No : 5.3(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 14.0 14.0 11522.5 False None None False None False 161315.0 0 4020325 155828 None 010 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. Foundations of Bridges( 2023-24 SR Vol-1 page No 18, I.No 2.11 b) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 86206.0 86206.0 1.81 False None None False None False 156032.86 0 4020343 155828 None 010 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 105.0 False None None False None False 10185.0 0 4020344 155828 None 011 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 4050.0 False None None False None False 24300.0 0 4020310 155828 None 0011 Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to Common SR Vol-3 , P.No : 32, I.No : 5.8 (c) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7661.0 7661.0 576.12 False None None False None False 4413655.32 0 4020326 155828 None 011 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. Sub structure of Bridges ( 2023-24 SR Vol-1 page No 18, I.No 2.11 c) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 86433.0 86433.0 1.83 False None None False None False 158172.39 0 4020345 155828 None 012 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 4060.0 False None None False None False 24360.0 0 4020327 155828 None 012 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. Super structure of Bridges ( 2023-24 SR Vol-1 page No 18, I.No 2.11 d) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 86658.0 86658.0 1.7 False None None False None False 147318.6 0 4020311 155828 None 0012 Mix Seal Surfacing Providing, laying and rolling of Close-Graded Premix Carpet (OGPC) surfacing material by Manual Means of 20 mm thickness composed 13.2 mm to 0.9 mm (Type-B) aggregates using VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification.Common SR Vol-3 , P.No : 134, I.No : 20.13 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 227.0 227.0 11522.5 False None None False None False 2615607.5 0 4020328 155828 None 013 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. ( 2023-24 SR Vol-3 page No. 117. I.No 12.4) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2677.0 2677.0 30.0 False None None False None False 80310.0 0 4020312 155828 None 0013 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.( Uni SR-2023-24, Volume 3, Page No 67, Sl No 8.15) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 530.0 530.0 419.0 False None None False None False 222070.0 0 4020346 155828 None 013 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 4060.0 False None None False None False 24360.0 0 4020329 155828 None 014 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ( P No-121, I No-13.8 VOL-III CSR 2023-24 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6811.0 6811.0 3.38 False None None False None False 23021.18 0 4020347 155828 None 014 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 (Common SR Vol-3 , P.No : 147, I.No : 16.20 i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 2047.0 2047.0 3.0 False None None False None False 6141.0 0 4020313 155828 None 0014 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a inimum value of 500 Kg. Fixing will be by drilling holes on the road for the hanks to go inside, without nails and using epoxy resin based dhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.Common SR Vol-3 , P.No : 74, I.No : 8.43 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 365.0 365.0 170.0 False None None False None False 62050.0 0 4020348 155828 None 015 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 (Common SR Vol-3 , P.No : 147, I.No : 16.22) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 2047.0 2047.0 4.0 False None None False None False 8188.0 0 4020314 155828 None 0014 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangleCommon SR Vol-3 , P.No :54, I.No : 8.6. A(iv) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Each 3604.0 3604.0 10.0 False None None False None False 36040.0 0 4020330 155828 None 015 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ( P No-122, I No-13.9 VOL-III CSR 2023-24 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 11835.0 11835.0 4.5 False None None False None False 53257.5 0 4020315 155828 None 0015 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Common SR Vol-3 , P.No :65, I.No : 8.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 9010.0 9010.0 4.5 False None None False None False 40545.0 0 4020331 155828 None 016 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) ( P No-121, I No-13.2 VOL-III CSR 2023-24 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 13971.0 13971.0 2.81 False None None False None False 39258.51 0 4020349 155828 None 016 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 206.0 206.0 1.0 False None None False None False 206.0 0 4020332 155828 None 017 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.( 2023-24 SR Vol-3 page No 123. I.No 13.14) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 84.0 84.0 18.0 False None None False None False 1512.0 0 4020350 155828 None 017 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 20.25 (ii)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 1135.0 1135.0 2.0 False None None False None False 2270.0 0 4020333 155828 None 018 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.( 2023-24 SR Vol-3 page No 7. I.No 1.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 474.0 474.0 270.0 False None None False None False 127980.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726639285000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726639285000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726639285000 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 1726639285000 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 1726639285000 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 1726641725000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of eProcurement portal due to internet connectivity issues and technical glitches at bidders end None 1726641798000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1726641816000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1726641830000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1726641846000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1726641856000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1726641866000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval. None 1726641875000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1726641888000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1726641897000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work. None 1726641906000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1726641917000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1726641927000 0 None None ELIGIBILITY Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. None 1726641937000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost. None 1726641967000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.5 of STD tender document Attached None 1726641977000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work None 1726641988000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1726641998000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1726642009000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Mysore Division, Mysore during office hours on all working days. None 1726642020000 0 None None ELIGIBILITY Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. None 1726642031000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost. None 1726642042000 0 None None ELIGIBILITY The successful contractor should setup material testing laboratory at the work site before commencement of work. None 1726642053000 0 None None ELIGIBILITY The difference in cost deposited by the lowest successful tenderer (for unbalanced) along with the performance security will be released to the contractor 30 days after the completion of defects liability period. None 1726642078000 0 None None ELIGIBILITY All the uploaded documents in e-portal should be got verified at the Division office within 3 working days from the stipulated date of opening of Technical Bid by producing the original documents at the Division office, failing which the tender is liable for rejection. No separate communication will be made in this regard. None 1726642090000 0 None None ELIGIBILITY The returns submitted to the I.T. along with the Profit and Loss account statement submitted to the I.T. Department should be uploaded for the financial turnover criteria as per tender document attested by Chartered Accountant. None 1726642099000 0 None None ELIGIBILITY Bankers Certificate for the stipulated amount as per clause 3.3 (b) should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection. None 1726642108000 0 None None ELIGIBILITY For the vehicles / machineries / equipments for which RTO registration is statutory, for such vehicles / machineries / equipments the contractor should upload the Registration Certificate documents issued by RTO. For machineries and other equipments for which RTO registration is not applicable, for such machineries and equipments, purchase invoice document should be uploaded. If there is sale deed for such machineries and equipments, original invoice along with registered sale deed attested by Govt. registered NOTARY should be uploaded. Otherwise tender is liable for rejection. None 1726642117000 0 None None ELIGIBILITY The contractor who participates in tenders for more than one work for which tenders are invited in this IFT, the tenderer must fulfill all the conditions and criteria cumulatively for the participated works. (ITT Section 3.4) None 1726642126000 0 None None ELIGIBILITY GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1726642137000 1 None None ELIGIBILITY The success-full contractor should complete the whole work with in 04 months from the date of handing over of site (including rainy season) None 1726642157000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the prescribed form in the favour of the Executive Engineer, Public Works Department, Mysore Division, Mysore given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. None 1726642166000 0 None None ELIGIBILITY Contractors should be registered as KPWD Class II and above Civil Contractor None 1726642175000 0 None None ELIGIBILITY Rs 1,00,000.00 of the EMD should be paid through e-payment as specified in e-procurement portal and the remaining balance amount of EMD must be produced in the form of Bank Guarantee by uploading the scan copy of the Bank Guarantee. The original copy should be produced at the time of Technical Bid Opening. None 1726642186000 0 None None ELIGIBILITY The defect liability period for this project shall be total 5 Years (Five) (Initial 2 years DLP without any financial implications and subsequent 3 years DLP nominal maintenance should be carried out as per BOQ) None 1726642194000 0 None None ELIGIBILITY ECV amount are excluding GST. The itemwise rates do not include 18 percent GST. Hence GST will be paid separately for the quoted amount accordingly. None 1726642212000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 15 days as per KTTP and appeal should be through e-proc only as per Govt. order No: pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 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 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 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 3.2(b)To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Satisfactory completed(at least 90percent of the contract value),as a prime contractor for at least one similar work such as Road work of value not less than Rs.114.98 Lakhs (usually not less than 50% estimated value of contract) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2 (c)To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Executed in any one year the following minimum quantities of work (80% of peak rate of construction) 1) Earthwork Excavation-833.00 Cum 2)Embankment/ Subgrade/ Earthen shoulder/back filling- 3195.00 3)Granular Sub base-1659.00 Cum 4)WMM-1927.00 Cum 5) MSS/BM/DBM/SDBC/BC-645.00 Cum, 6) CC/PCC/RCC -77.00 Cum and 7)Steel-4.00 Tonnes. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2 (a)To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Achieved in at least two financial years a Minimum financial turn over (in all classes of civil engineering construction works only) of Rs. 459.90 lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 3.3(b)Liquid assets and /or availability of credit facilities of no less than Rs.172.46 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN from CA and Profit & loss statements True Technical Bid KPWD Registration Certifcate-CLASS-II & ABOVE True Technical Bid Work Done Certifcate for Similar nature work, duly attested by the Ofcer Not below the rank of E.E True Technical Bid Existing commitments and on-going works to be completed during the next 04 months True Technical Bid Banker Certifcate - Line of Credit in the prescribed format True Technical Bid Tenderers will only be qualified, if their available tender capacity is more than the total tender value. i.e. A x N x 1.5 - B as per KW-4 Document. True Technical Bid Ongoing Work details True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1726652892000 version 0 createdDate None modifiedDate None blockNumber O/o Executive Engineer, PWD, Mysuru division, Vinoba Road, Mysore street None city MYSURU state Karnataka pin 570005
tenderRecallDTO	None