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noticeInvitingTenderDTO	createdTs 1726569891402 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 741813.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 27-09-2024 17:00:00 tenderQueryClose 26-09-2024 17:00:04 technicalBidOpen 30-09-2024 10:30:00 publishedDate 18-09-2024 10:32:02 publishedByPost PWD_EE_DIV_MYS publishedByUser KPE11845 - G RAJU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 23-09-2024 16:54:14 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson VEERABHADRA SWAMY splitEmdRequiredYn True emdBankGuarantee 641813.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212402810 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726569891439 version 5 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT15650 title Resurfacing of chamundi betta main road from Ch 0.00 km to 7.95 km, sri chamundi temple surrounding road from ch 0.00 km to 0.600 km and temple beside parking and parking near Mahishasura statue. description Resurfacing of chamundi betta main road from Ch 0.00 km to 7.95 km, sri chamundi temple surrounding road from ch 0.00 km to 0.600 km and temple beside parking and parking near Mahishasura statue. category WORKS categoryText Works ecv 49454177.95 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1674 locationName PWD Division Office Mysuru provisionalAmount 60000000.0 groupOverheadTotal 0.0 fileNumber aee/pwd/no-1/sdn/chamundihill/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726569891000 1 None None Roads ROAD WORK 38642012.68 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4014969 155548 None 001 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. Sqm 12.0 12.0 99920.0 False None None False None False 1199040.0 0 4014970 155548 None 002 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol III, Page No.38 Item No. 5.16(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 10954.0 10954.0 3117.5 False None None False None False 34149095.0 0 4014971 155548 None 003 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 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.Common SR Vol-3 , P.No : 67, I.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 3105.3 False None None False None False 1645809.0 0 4014972 155548 None 004 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 minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive 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. (Vol II, Page No.76, Item 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 4312.0 False None None False None False 1573880.0 0 4014973 155548 None 005 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size ofthe 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:67:2022. 60 cm equilateral triangle (Page No.Item No. 8.5.iv ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 3576.0 3576.0 15.0 False None None False None False 53640.0 0 4014974 155548 None 006 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 sqm) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Common SR Vol-3, P.No : 52, I.No : 8.72.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 109.0 109.0 188.52 False None None False None False 20548.68 0 1726569891000 1 None None Roads CONSTRUCTION PROTECTION WALL at NANDI ROAD 1984177.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4014975 155549 None 001 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. (Common SR Vol-1 , P.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 42.75 False None None False None False 256029.75 0 4014976 155549 None 002 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 P.No.16 & I.No.2.4.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6336.0 6336.0 121.12 False None None False None False 767416.32 0 4014977 155549 None 003 Formwork for Concrete Works (Vol-1 P.No.112 & I.No.11) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 633.6 633.6 121.12 False None None False None False 76741.632 0 4014978 155549 None 004 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. All other type of structures (Vol-1 P.No.18 & I.No.2.11 h) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 79011.0 79011.0 7.27 False None None False None False 574409.97 0 4014979 155549 None 005 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. (Vol-3 P.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 96.19 False None None False None False 257500.63 0 4014980 155549 None 006 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Vol-3 P.No.66 & I.No.8.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 109.0 109.0 470.25 False None None False None False 51257.25 0 4014981 155549 None 007 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (Vol-3 P.No.123 & I.No.13.15(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 137.0 137.0 6.0 False None None False None False 822.0 0 1726569891000 1 None None Roads CONSTRUCTION PROTECTION WALL at Chamudi Hill MAIN ROAD 3415539.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4014982 155550 None 001 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. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 199.5 False None None False None False 20349.0 0 4014983 155550 None 002 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 Common SR Vol-1 , P.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 31.5 False None None False None False 188653.5 0 4014984 155550 None 003 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SR Vol-1 , P.No : 16, I.No : 2.4.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6336.0 6336.0 160.12 False None None False None False 1014520.32 0 4014985 155550 None 004 Centering For Concrete Works (Vol-1 P.No.112 & I.No.11) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 633.6 633.6 160.12 False None None False None False 101452.032 0 4014986 155550 None 005 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.Common SR Vol-3 , P.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 56.7 False None None False None False 151785.9 0 4014987 155550 None 006 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. All other type of structures (Vol-1 P.No.18 & I.No.2.11 h) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 78145.0 78145.0 12.81 False None None False None False 1001037.45 0 4014988 155550 None 007 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Vol-3 P.No.66 & I.No.8.10)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 109.0 109.0 441.0 False None None False None False 48069.0 0 4014989 155550 None 008 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (Vol-3 P.No.123 & I.No.13.15(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 137.0 137.0 11.0 False None None False None False 1507.0 0 4014990 155550 None 009 Precast Cement Concrete Interlocking Blocks Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (Vol-3 P.No. 51 & I.No. 6.8.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 1161.0 1161.0 765.0 False None None False None False 888165.0 0 1726569891000 1 None None Roads MAINTAINANCE WORK 5412448.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4014991 155551 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 Manual Means, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.4(i)a ---- 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 1122.0 1122.0 147.42 False None None False None False 165405.24 0 4014992 155551 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 Manual Means, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.4(i)a ---- 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 1122.0 1122.0 195.12 False None None False None False 218924.64 0 4014993 155551 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 Manual Means, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.4(i)a ---- 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 1122.0 1122.0 195.12 False None None False None False 218924.64 0 4014994 155551 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 common SR Volume 3, page No 93, I.No 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 263.0 263.0 420.0 False None None False None False 110460.0 0 4014995 155551 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 common SR Volume 3, page No 93, I.No 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 263.0 263.0 840.0 False None None False None False 220920.0 0 4014996 155551 None 006 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 sqm) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2 P.No.52 & I.No.8.72.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 56.0 56.0 14808.0 False None None False None False 829248.0 0 4014997 155551 None 007 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 m²) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2 P.No.52 & I.No.8.72.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 56.0 56.0 14808.0 False None None False None False 829248.0 0 4014998 155551 None 008 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 m²) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2 P.No.52 & I.No.8.72.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 56.0 56.0 14808.0 False None None False None False 829248.0 0 4014999 155551 None 009 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 55.0 False None None False None False 112585.0 0 4015000 155551 None 010 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 55.0 False None None False None False 112585.0 0 4015001 155551 None 011 Hill Side Drain Clearance - Removal of earth from the choked hill side drain and disposing it on the valley side manually (Common SR Vol-3 , P.No : 92, I.No : 10.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 74.0 74.0 7950.0 False None None False None False 588300.0 0 4015002 155551 None 012 Hill Side Drain Clearance - Removal of earth from the choked hill side drain and disposing it on the valley side manually (Common SR Vol-3 , P.No : 92, I.No : 10.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 74.0 74.0 7950.0 False None None False None False 588300.0 0 4015003 155551 None 013 Hill Side Drain Clearance - Removal of earth from the choked hill side drain and disposing it on the valley side manually (Common SR Vol-3 , P.No : 92, I.No : 10.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 74.0 74.0 7950.0 False None None False None False 588300.0 0 1726572199000 0 None None Roads Resurfacing of chamundi betta main road from Ch 0.00 km to 7.95 km, sri chamundi temple surrounding road from ch 0.00 km to 0.600 km and temple beside parking and parking near Mahishasura statue. 49454177.95 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4016729 155591 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 Manual Means, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.4(i)a ---- 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 1122.0 1122.0 147.42 False None None False None False 165405.24 0 4016723 155591 None 001 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. Sqm 12.0 12.0 99920.0 False None None False None False 1199040.0 0 4016751 155591 None 001 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. (Common SR Vol-1 , P.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 42.75 False None None False None False 256029.75 0 4016742 155591 None 001 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. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 199.5 False None None False None False 20349.0 0 4016724 155591 None 002 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol III, Page No.38 Item No. 5.16(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 10954.0 10954.0 3117.5 False None None False None False 34149095.0 0 4016730 155591 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 Manual Means, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.4(i)a ---- 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 1122.0 1122.0 195.12 False None None False None False 218924.64 0 4016743 155591 None 002 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 Common SR Vol-1 , P.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 31.5 False None None False None False 188653.5 0 4016752 155591 None 002 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 P.No.16 & I.No.2.4.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6336.0 6336.0 121.12 False None None False None False 767416.32 0 4016725 155591 None 003 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 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.Common SR Vol-3 , P.No : 67, I.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 3105.3 False None None False None False 1645809.0 0 4016731 155591 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 Manual Means, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.4(i)a ---- 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 1122.0 1122.0 195.12 False None None False None False 218924.64 0 4016744 155591 None 003 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SR Vol-1 , P.No : 16, I.No : 2.4.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6336.0 6336.0 160.12 False None None False None False 1014520.32 0 4016753 155591 None 003 Formwork for Concrete Works (Vol-1 P.No.112 & I.No.11) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 633.6 633.6 121.12 False None None False None False 76741.632 0 4016726 155591 None 004 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 minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive 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. (Vol II, Page No.76, Item 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 4312.0 False None None False None False 1573880.0 0 4016732 155591 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 common SR Volume 3, page No 93, I.No 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 263.0 263.0 420.0 False None None False None False 110460.0 0 4016745 155591 None 004 Centering For Concrete Works (Vol-1 P.No.112 & I.No.11) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 633.6 633.6 160.12 False None None False None False 101452.032 0 4016754 155591 None 004 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. All other type of structures (Vol-1 P.No.18 & I.No.2.11 h) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 79011.0 79011.0 7.27 False None None False None False 574409.97 0 4016755 155591 None 005 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. (Vol-3 P.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 96.19 False None None False None False 257500.63 0 4016733 155591 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 common SR Volume 3, page No 93, I.No 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 263.0 263.0 840.0 False None None False None False 220920.0 0 4016727 155591 None 005 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size ofthe 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:67:2022. 60 cm equilateral triangle (Page No.Item No. 8.5.iv ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 3576.0 3576.0 15.0 False None None False None False 53640.0 0 4016746 155591 None 005 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.Common SR Vol-3 , P.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 56.7 False None None False None False 151785.9 0 4016728 155591 None 006 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 sqm) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Common SR Vol-3, P.No : 52, I.No : 8.72.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 109.0 109.0 188.52 False None None False None False 20548.68 0 4016734 155591 None 006 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 sqm) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2 P.No.52 & I.No.8.72.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 56.0 56.0 14808.0 False None None False None False 829248.0 0 4016747 155591 None 006 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. All other type of structures (Vol-1 P.No.18 & I.No.2.11 h) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 78145.0 78145.0 12.81 False None None False None False 1001037.45 0 4016756 155591 None 006 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Vol-3 P.No.66 & I.No.8.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 109.0 109.0 470.25 False None None False None False 51257.25 0 4016757 155591 None 007 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (Vol-3 P.No.123 & I.No.13.15(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 137.0 137.0 6.0 False None None False None False 822.0 0 4016748 155591 None 007 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Vol-3 P.No.66 & I.No.8.10)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 109.0 109.0 441.0 False None None False None False 48069.0 0 4016735 155591 None 007 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 m²) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2 P.No.52 & I.No.8.72.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 56.0 56.0 14808.0 False None None False None False 829248.0 0 4016736 155591 None 008 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 m²) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2 P.No.52 & I.No.8.72.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 56.0 56.0 14808.0 False None None False None False 829248.0 0 4016749 155591 None 008 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (Vol-3 P.No.123 & I.No.13.15(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 137.0 137.0 11.0 False None None False None False 1507.0 0 4016737 155591 None 009 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 55.0 False None None False None False 112585.0 0 4016750 155591 None 009 Precast Cement Concrete Interlocking Blocks Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (Vol-3 P.No. 51 & I.No. 6.8.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 1161.0 1161.0 765.0 False None None False None False 888165.0 0 4016738 155591 None 010 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 55.0 False None None False None False 112585.0 0 4016739 155591 None 011 Hill Side Drain Clearance - Removal of earth from the choked hill side drain and disposing it on the valley side manually (Common SR Vol-3 , P.No : 92, I.No : 10.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 74.0 74.0 7950.0 False None None False None False 588300.0 0 4016740 155591 None 012 Hill Side Drain Clearance - Removal of earth from the choked hill side drain and disposing it on the valley side manually (Common SR Vol-3 , P.No : 92, I.No : 10.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 74.0 74.0 7950.0 False None None False None False 588300.0 0 4016741 155591 None 013 Hill Side Drain Clearance - Removal of earth from the choked hill side drain and disposing it on the valley side manually (Common SR Vol-3 , P.No : 92, I.No : 10.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. m 74.0 74.0 7950.0 False None None False None False 588300.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726569897000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726569897000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726569897000 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 1726569897000 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 1726569897000 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 1726569927000 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 1726569935000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1726569944000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1726569953000 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 1726569963000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1726569973000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1726569984000 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 1726569991000 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 1726569999000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1726570010000 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 1726570018000 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 1726570029000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1726570037000 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 1726570049000 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 1726570059000 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 1726570068000 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 1726570078000 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 1726570087000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1726570098000 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 1726570111000 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 1726570120000 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 1726570133000 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 1726570145000 0 None None ELIGIBILITY The successful contractor should setup material testing laboratory at the work site before commencement of work. None 1726570155000 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 1726570165000 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 1726570174000 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 1726570187000 1 None None ELIGIBILITY Bankers Certificate for the stipulated amount as per clause 3.5 should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection. None 1726570230000 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 1726570257000 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 1726570274000 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 1726570297000 0 None None ELIGIBILITY The success-full contractor should complete the whole work with in 03 months from the date of handing over of site (including rainy season) None 1726570318000 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 1726570351000 1 None None ELIGIBILITY Contractors should be registered as KPWD Class-II and above Civil Contractor None 1726570393000 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. None 1726570409000 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 1726570491000 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 1726570525000 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 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 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 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 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.247.27 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) MSS/BM/DBM/SDBC/BC-2494.00 Cum, 2) CC/PCC/RCC -284.39 Cum and 3)Steel-16.06 Tonnes. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.3 (a)Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Hot Mix Plant Not less than 40/60 TPH 1 own and 1 Hire, Asphalt Paver Finisher 1 own and 1 Hire, Smooth wheeled roller 1 own and 1 Hire, Asphalt vibratory roller 1 own and 1 Hire, Tipper/HGV 2 own and 2 Hire, Excavator 1 own and 1 Hire, Pugmill1own, Vehicle mounted bitumen sprayer 1own and 1 Hire, Concrete mixer with Hooper 2 own and 2 Hire, Water tanker 1own and 1 Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Critical Machineries 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. 989.08 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 Rs494.54 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
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN from CA and Profit & loss statements True Technical Bid KPWD Registration Certificate-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 months 03 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 Banker Certifcate - Line of Credit in the prescribed format True Technical Bid Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2018-19 to 2022-23 True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1726572370000 version 0 createdDate None modifiedDate None blockNumber O/O EXECUTIVE ENGINEER, PWD DIVISION, VINOBA ROAD, MYSURU street None city MYSURU state Karnataka pin 570005
tenderRecallDTO	None