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noticeInvitingTenderDTO	createdTs 1707130917956 version 18 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1210000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-02-2024 16:30:00 tenderQueryClose 23-02-2024 16:30:00 technicalBidOpen 27-02-2024 17:00:00 publishedDate 16-02-2024 11:42:34 publishedByPost PWD_EE_DIV_KWR publishedByUser KPE13660 - DURGADAS K bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-02-2024 11:00:14 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson DURGADAS K splitEmdRequiredYn True emdBankGuarantee 1110000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08762232827 mobileNumber 8762232827 tenderSupplierList None
tenderSchedule	createdTs 1707130917984 version 11 createdDate None modifiedDate None tenderNumber PWD/2023-24/BG/WORK_INDENT7083 title Construction of Kalkatte Bridge Connecting Heggar Magod-Nagarbastikere (at km 32.00) in Honnavar taluk, Uttara kannada District.During 2023-24 description Construction of Bridge Work category WORKS categoryText Works ecv 80661022.60 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1684 locationName PWD Division Office Karwara provisionalAmount 99000000.0 groupOverheadTotal 0.0 fileNumber 2023-24/3
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707130918000 1 None None Bridges Construction of Kalkatte Bridge Connecting Heggar Magod-Nagarbastikere (at km 32.00) in Honnavar taluk, Uttara kannada District.During 2023-24 57453552.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2444311 73643 None SR Rate 2023-24 Vol3 P.No.9 I.No.2.5(a) 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 ---- With all lead 100 Sqm 440.16 440.16 5.1 False None None False None False 2244.816 0 2444312 73643 None SR Rate 2023-24 Vol 1 P.No.8 I.No1.14.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Depth 3 m to 6 m Note: Cost of dewatering upto 7.5 % of (A+B) may be added, where required asisessment for dewatering shall be made ---- With all lead Cum 150.1 150.1 1505.6 False None None False None False 225990.56 0 2444313 73643 None SR Rate 2023-24 Vol.1 P.No. 8 Item No1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition. ---- With all lead Cum 465.7 465.7 361.88 False None None False None False 168527.516 0 2444314 73643 None SR Rate 2023-24 Vol 1 P.No.15 I.No.2.1.5 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. ---- With all lead Cum 7521.45 7521.45 54.28 False None None False None False 408264.306 0 2444315 73643 None SR Rate 2023-24 Vol. 1 P.No.18 I.No.2.11b 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. (b)Foundations of Bridges ---- With all lead MT 96550.72 96550.72 30.87 False None None False None False 2980520.7264 0 2444316 73643 None SR Rate 2023-24 Vol.1 P.No.15 I.No.2.2.6 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle librators, 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. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 8239.87 8239.87 342.99 False None None False None False 2826193.0113 0 2444317 73643 None SR Rate 2023-24 Vol. 1 P.No.18 I.No.2.11c 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 ---- With all lead MT 96804.96 96804.96 55.84 False None None False None False 5405588.9664 0 2444318 73643 None SR Rate 2023-24 Vol.1 P.No.16 I.No.2.4.5 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 equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregate ---- With all lead Cum 8655.28 8655.28 520.53 False None None False None False 4505332.8984 0 2444319 73643 None SR Rate 2023-24 Vol.1 P.No. 18 I.No.2.11d 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. ---- With all lead MT 97056.96 97056.96 119.34 False None None False None False 11582777.6064 0 2444320 73643 None SR Rate 2023-24 Vol.1 P.No. 16 I.No.2.5.5 Providing and laying in position 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. M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 9190.76 9190.76 689.75 False None None False None False 6339326.71 0 2444321 73643 None SR Rate 2023-24 Vol 3 P.No.121 I.No.13.1 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications ---- With all lead MT 262323.04 262323.04 41.38 False None None False None False 10854927.3952 0 2444322 73643 None SR Rate 2023-24 Vol.3 P.No.117 I.No.12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- With all lead Rmtr 154.56 154.56 36.0 False None None False None False 5564.16 0 2444323 73643 None SR Rate 2023-24 Vol. 3 P.No.121 I.No.13,7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- With all lead No 3663.52 3663.52 52.0 False None None False None False 190503.04 0 2444324 73643 None SR Rate 2023-24 Vol.3 P.No.121 I.No. 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Case I PCC grade M15 using batching plant & concrete pump, including formworkcentering, vibrating, compacting cost of all labour materials usgae charges of machinery curing lead lifts laposed faces etc., loading transoprtation stacking finishing the exposed faces, etc., complete ---- With all lead Cum 7628.32 7628.32 7.88 False None None False None False 60111.1616 0 2444325 73643 None SR Rate 2023-24 Vol.3 P.No. 122 I.No.13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ---- With all lead Cum 13255.2 13255.2 15.75 False None None False None False 208769.4 0 2444326 73643 None SR Rate 2023-24 Vol.3 P..No.123 I.No.13.13A Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified A. Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) ---- With all lead Rmtr 4668.16 4668.16 267.0 False None None False None False 1246398.72 0 2444327 73643 None SR Rate 2023-24 Vol 3 P.No. 124 I.No.13.18 Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm ---- With all lead Rmtr 21165.76 21165.76 51.0 False None None False None False 1079453.76 0 2444328 73643 None SR Rate 2023-24 Vol.3 P.No. 118 I.No12.10 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. ---- With all lead Tonne Capacity 368.48 368.48 5660.0 False None None False None False 2085596.8 0 2444329 73643 None SR Rate 2023-24 Vol.3 P.No121 I.No.13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) ---- With all lead Cum 15647.52 15647.52 73.01 False None None False None False 1142425.4352 0 2444330 73643 None S R 2023-24 Vol-3 P.No. 123,124 I.No.13.15 (iv) Filler joint Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight ---- With all lead Mtr 53.76 53.76 14.0 False None None False None False 752.64 0 2444331 73643 None SR Rate 2023-24 Vol.3 P.No125 I.No.13.22 Painting two coats after fillng the surface with synthetic enamel pant bridge No and span arrangements as per as directed by Engineer. ---- With all lead Sqm 265.44 265.44 20.0 False None None False None False 5308.8 0 2444332 73643 None SR Rate 2023-24 Vol 3 P.No.101 I.No. 11.1A Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. ---- With all lead Each 342437.8 342437.8 2.0 False None None False None False 684875.6 0 2444333 73643 None SR Rate 2023-24 Vol .3 P.No.101 I.No.11.1C Providing and constructing one span service road to reach island location from one pier location to another pier location.Assuming span length 30 m, width of service road 10m and depth of water 1m ---- With all lead Mtr 9691.36 9691.36 75.0 False None None False None False 726852.0 0 2444334 73643 None SR Rate 2023-24 Vol-1 P.No.15 I.No. 2.1.3 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 ---- With all lead Cum 7317.41 7317.41 49.74 False None None False None False 363967.9734 0 2444335 73643 None SR Rate 2023-24 Vol-3 P.No.123 I.No.13.15(ii) Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ---- With all lead Mtr 153.44 153.44 42.36 False None None False None False 6499.7184 0 2444336 73643 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.3A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material ---- With all lead Cum 1308.16 1308.16 1175.9 False None None False None False 1538265.344 0 2444337 73643 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.4 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 all and return wall to the full height compacted to a firm condition complete as per drawing and Technical specification. ---- With all lead Cum 2998.24 2998.24 159.19 False None None False None False 477289.8256 0 2444338 73643 None SR Rate 2023-24 Vol-3 P.No.129 I.No.14.4A Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder ---- With all lead Cum 2141.44 2141.44 233.42 False None None False None False 499854.9248 0 2444339 73643 None SR Rate 2023-24 Vol-1 P.No.111 SI.No.5 Formwork for foundation ---- With all lead Cum 329.59 329.59 342.99 False None None False None False 113046.0741 0 2444340 73643 None SR Rate 2023-24 Vol-1 P.No.111 SI.No.10 Formwork for substructure ---- With all lead Cum 865.53 865.53 520.52 False None None False None False 450525.6756 0 2444341 73643 None SR Rate 2023-24 Vol-1 P.No.112 SI.No.1 Formwork Superstructure ---- With all lead Cum 1838.16 1838.16 689.71 False None None False None False 1267797.3336 0 1707130918000 0 None None Bridges Construction of Kalkatte Bridge Connecting Heggar Magod-Nagarbastikere (at km 32.00) in Honnavar taluk, Uttara kannada District.During 2023-24 (Sub-Estimate-II Approach Road) 13955096.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2444342 73644 None SR Rate 2023-24 Vol 1 P.No.7 I.No.1.8 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. ---- With all lead Cum 530.88 530.88 15988.94 False None None False None False 8488208.4672 0 2444343 73644 None SR Rate 2023-24 Vol.3 P.No.17 I.No.3.6 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 ---- With all lead Cum 552.16 552.16 1131.15 False None None False None False 624575.784 0 2444344 73644 None S R Rate 2023-24 Vol 3 P.No.23 I.No.4.1A(ii) Plant Mix Method 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 -II Material ---- With all lead Cum 2867.2 2867.2 399.64 False None None False None False 1145847.808 0 2444345 73644 None SR Rate 2023-24 Vol.3 P.No.26 I.No4.17 Wet Mix Macadam (Plant Mix Method Providing, laying, spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density ---- With all lead Cum 2866.08 2866.08 412.5 False None None False None False 1182258.0 0 2444346 73644 None SR Rate 2023-24 Vol-3 P.No.31 I.No.5.1 Prime Coat over WMM/WBM 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 0.70kg/m2 using mechanical means. ---- With all lead Sqm 45.92 45.92 1650.0 False None None False None False 75768.0 0 2444347 73644 None SR Rate 2023-24 Vol-3 P.No.35 I.No.5.12A Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. ---- With all lead Cum 10669.12 10669.12 82.5 False None None False None False 880202.4 0 2444348 73644 None SR Rate 2023-24 Vol-3 P.No.31 I.No.5.3 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- With all lead Sqm 13.44 13.44 1650.0 False None None False None False 22176.0 0 2444349 73644 None SR Rate 2023-24 Vol-3 P.No.36 I.No.5.14A Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 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 ---- With all lead Cum 11989.6 11989.6 66.0 False None None False None False 791313.6 0 2444350 73644 None SR Rate 2023-24 Vol-3 P.No.67 I.No.8.15 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 leveluniform and free from streaks and holes. ---- With all lead Sqm 593.6 593.6 36.68 False None None False None False 21773.248 0 2444351 73644 None SR Rate 2023-24 Vol-3 P.No.71 I.No.8.32 Solar Raised Pavement Markers Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer ---- With all lead Each 2352.0 2352.0 23.12 False None None False None False 54378.24 0 2444352 73644 None SR Rate 2023-24 Vol-3 P.No.69 I.No.8.25 Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm, 330 mm long complete as per clause 811 ---- With all lead Mtr 4076.8 4076.8 164.0 False None None False None False 668595.2 0 1707130918000 1 None None Bridges Construction of Kalkatte Bridge Connecting Heggar Magod-Nagarbastikere (at km 32.00) in Honnavar taluk, Uttara kannada District.During 2023-24(Retaining Wall) 7338178.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2444353 73645 None SR Rate 2023-24 Vol-1 P.No.8 I.No.1.13 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 1.5m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In Ordinary/Soft rock upto 300 mm depth ---- With all lead Cum 442.29 442.29 776.58 False None None False None False 343473.5682 0 2444354 73645 None SR Rate 2023-24 Vol-1 P.No.15 I.No.2.1.5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 7521.5 7521.5 36.12 False None None False None False 271676.58 0 2444355 73645 None SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.6 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 8239.87 8239.87 404.21 False None None False None False 3330637.8527 0 2444356 73645 None SR Rate 2023-24 Vol-1P.No.18 I.No.2.11b 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 b)Foundations of Bridges ---- With all lead MT 96550.7 96550.7 24.25 False None None False None False 2341354.475 0 2444357 73645 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- With all lead Mtr 154.6 154.6 82.76 False None None False None False 12794.696 0 2444358 73645 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.4 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. ---- With all lead Cum 2998.2 2998.2 235.2 False None None False None False 705176.64 0 2444359 73645 None SR Rate 2023-24 Vol-1 P.No.112 SI.No.11 Form Work For Foundation Works (Earth Retaining Structures 10%) ---- With all lead Cum 823.99 823.99 404.21 False None None False None False 333064.9979 0 1707130918000 1 None None Bridges Construction of Kalkatte Bridge Connecting Heggar Magod-Nagarbastikere (at km 32.00) in Honnavar taluk, Uttara kannada District.During 2023-24 (Box Culvert) 1914194.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2444360 73646 None SR Rate 2023-24 Vol-1 P.No.67 I.No.1.14.1 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 ---- With all lead Cum 124.62 124.62 145.94 False None None False None False 18187.0428 0 2444361 73646 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification ---- With all lead Cum 1308.16 1308.16 146.9 False None None False None False 192168.704 0 2444362 73646 None SR Rate 2023-24 Vol-1 P.No.15 I.No.2.1.1 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 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 6522.01 6522.01 26.47 False None None False None False 172637.6047 0 2444363 73646 None SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 7681.51 7681.51 21.75 False None None False None False 167072.8425 0 2444364 73646 None SR Rate 2023-24 Vol-1 P.No.111 Form work for U/S & D/S Curtain wall of Box ---- With all lead Cum 1536.3 1536.3 21.75 False None None False None False 33414.525 0 2444365 73646 None SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.3 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 7741.38 7741.38 23.07 False None None False None False 178593.6366 0 2444366 73646 None SR Rate 2023-24 Vol-1 P.No.111 Formwork for Sub Structure ---- With all lead Cum 1548.28 1548.28 23.07 False None None False None False 35718.8196 0 2444367 73646 None SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11 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 ---- With all lead MT 96804.96 96804.96 2.55 False None None False None False 246852.648 0 2444368 73646 None SR Rate 2023-24 Vol-1 P.No.16 I.No.2.4.3 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 ---- With all lead Cum 7741.38 7741.38 13.35 False None None False None False 103347.423 0 2444369 73646 None SR Rate 2023-24 Vol-1 P.No.111 Form work for Sub Struture ---- With all lead Cum 1548.28 1548.28 13.35 False None None False None False 20669.538 0 2444370 73646 None SR Rate 2023-24 Vol-1 P.No.16 I.No.2.5.2 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead Cum 8360.83 8360.83 14.4 False None None False None False 120395.952 0 2444371 73646 None SR Rate 2023-24 Vol-1P.No.111 Formwork for Top Raft of Box ---- With all lead Cum 1672.17 1672.17 14.4 False None None False None False 24079.248 0 2444372 73646 None SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11 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 ---- With all lead MT 97056.96 97056.96 1.01 False None None False None False 98027.5296 0 2444373 73646 None SR Rate 2023-24 Vol-3 P.No.129 I.No.14.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder ---- With all lead Cum 2141.44 2141.44 26.9 False None None False None False 57604.736 0 2444374 73646 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.4 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. ---- With all lead Cum 2998.24 2998.24 21.6 False None None False None False 64761.984 0 2444375 73646 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- With all lead m 267.68 267.68 6.4 False None None False None False 1713.152 0 2444376 73646 None SR Rate 2023-24 Vol-3 P.No.121 I.No.13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- With all lead Nos 3663.52 3663.52 2.0 False None None False None False 7327.04 0 2444377 73646 None SR Rate 2023-24 Vol-3 P.No.121 I.No.13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ---- With all lead Cum 7628.32 7628.32 3.56 False None None False None False 27156.8192 0 2444378 73646 None SR Rate 2023-24 Vol-3 P.No.122 I.No.13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ---- With all lead Cum 13255.2 13255.2 6.82 False None None False None False 90400.464 0 2444379 73646 None SR Rate 2023-24 Vol-1 P.No.112 Form work Approach Slab ---- With all lead Cum 2651.04 2651.04 6.82 False None None False None False 18080.0928 0 2444380 73646 None SR Rate 2023-24 Vol-3 P.No.123 I.No.13.13A Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer,all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1m length) ---- With all lead m 4668.16 4668.16 9.6 False None None False None False 44814.336 0 2444381 73646 None SR Rate 2023-24 Vol-3 P.No.121 I.No.13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) ---- With all lead Cum 15647.52 15647.52 2.34 False None None False None False 36615.1968 0 2444382 73646 None SR Rate 2023-24 Vol-3 P.No.65 I.No.8.8 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 ---- With all lead Sqm 10866.24 10866.24 3.6 False None None False None False 39118.464 0 2444383 73646 None SR Rate 2023-24 Vol-3 P.No.123 I.No.13.15(ii) Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ---- With all lead m 153.44 153.44 9.6 False None None False None False 1473.024 0 2444384 73646 None SR Rate 2023-24 Vol-3 P.No.130 I.No.14.9 Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. ---- With all lead Cum 2294.88 2294.88 26.59 False None None False None False 61020.8592 0 2444385 73646 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.4 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 drawingand Technical Specification. ---- With all lead Cum 2998.24 2998.24 13.45 False None None False None False 40326.328 0 2444386 73646 None SR Rate 2023-24 Vol-1 P.No.11 I.No.1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering,including cost of all materials and labour with all lead and lift complete as per specifications. ---- With all lead Cum 3003.84 3003.84 4.2 False None None False None False 12616.128 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707130920000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707130920000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707130920000 1 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None 1707135359000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1707135384000 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 1707135406000 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 1707135416000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender. None 1707135428000 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 1707135444000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None 1707135460000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalized None 1707135471000 1 None None ELIGIBILITY Tenderer shall obtain the Work Done Certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer( District Level Officer), scan the original Certificate and attach the scanned file to the tender. None 1707135482000 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 labour welfare fund. None 1707135492000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons. None 1707135501000 0 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour, hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in-charge of work. None 1707135512000 0 None None ELIGIBILITY The construction materials (minerals metal ,sand and Murom) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1707135538000 0 None None ELIGIBILITY The awarded Contractor has to Submit his bills through e-MB for payment.( Billing is through e-Mb ie: Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments) None 1707135550000 2 None None ELIGIBILITY The Original Documents & Certificates of key Machineries, Ownership Documents which are uploded shall be produced at the time of opening of tender for physical verification. None 1707135560000 2 None None ELIGIBILITY As per Karnataka state Government order LD/95/LET/2013 Bangalore dated 01.04.2013 the Contractor shall be registered under section 7 of Buildings and other Construction workers (Regulation of Employment and Conditions of Service) Act and the construction labour shall get the registration under section 12 of the act before making payment of running bills . None 1707135571000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials None 1707135581000 0 None None ELIGIBILITY GST shall be paid to the Tendered Amount Separately None 1707135594000 0 None None ELIGIBILITY Increase in GST shall not be paid in the extended period of contract for which contractor is alone responsible for delay as determined by the authority while granting the extension of time. None 1707135606000 0 None None ELIGIBILITY The EMD of Rs. 1210000.00shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment Part (2) Rs. 11,10,000.00 EMD shall be in the form Bank Guarantee in the prescribed format obtained from any Nationalised / Scheduled Bank in favour of Executive Engineer, PWD Division, Karwar payable at Karwar. None 1707135767000 1 None None ELIGIBILITY The tenderer should maintain the DEFECT LIABILITY PERIOD, which is up to two year after successful completion of the work. None 1707135810000 0 None None ELIGIBILITY Tender period for work completion 11 Calendar Months (including monsoon period) None 1707135819000 1 None None ELIGIBILITY The tenderer should be a PWD registered Class-1 Contactor None 1707824106000 0 None None ELIGIBILITY Star rate Contract price shall be adjusted for increase or decrease in rates and prices of Steel/Cement in accordance with the following principles and procedure and as per formulae given in the contract data as per the Government Circular No. PWD 159 CRM 2009 Bangalore dated 30-9-2010 None 1707905747000 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 e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work1)Earthwork/Subgrade/Embankment-15928.07 Cum 2)Concrete work (Including PCC/RCC)- 1844.82 Cum 3)Steel-187.09 Tonne 4)High tensile Steel Wires /strands -33.10 MT Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise workdone certificate None None None None 3.2(b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20 ,and 2020-21,2021-22,2022-23 Satisfactorily completed as prime contractor, at least one similar work such as Construction of Bridge Work of value not less than Rs 403.31 lakhs Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx1.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2022-23 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.91 Year.B-Value at 2022-23 price level, of existing commitments and on-going works to be completed during the next 0.91 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation sheet on lettar head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessment on the Letter Head of the Tenderer 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 work, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None 3.3 Each Tenderer should further demonstrate (a) Availability by owning at least 50% of the required /Specified key and critical equipments for this work and (b) The remaining 50% can be deployed on lease/hire basis for all works provided the relevant documents (commitment agreements etc.)For availability for this work are furnished. EQUIPMENTS REQUIRED DURING EXECUTION OF WORKS..Sl No. Name of machinery 1) Concrete Batching Plant 1 No (owned) (2) Concrete mixer machine with hopper 1 No (owned) 1 No (Hired) (3) Exacavator 1 No (owned) 1 No (Hired) (4) Tipper 2 No (owned) 2 No (Hired) (5) Shuttering materials (Centering Plates & Materials & Multi Stressing Jacks) 1000Sqm (owned) (6) Water Tanker (5000 ltr)1 No (owned) 1 No (Hired) (7) Static Road Roller 8-10 Ton Capacity/Soil compactor 1 No (owned) (8) Pump 40 HP 1 No (owned) 1 No (Hired) (9) Tranzit Mixer 1 No (owned) 1 No (Hired) 10)Vibratory road roller 1No(owned),Crane-11)Heavy duty 1 No (Hired) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- List of Machinery None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19 2019-20,and 2020-21,2021-22,2022-23Achieved in at least two financial years an minimum financial turnover (in all classes of civil engineering construction works only) of Rs.1613.22 lakhs. The Bidder shall submit the Balance sheets and IT Returns of the same period to substantiate the turnover certificate. With UDIN Number Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 219.98 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 The EMD of Rs. 1210000.00 shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2)11,10,000.00 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- EMD Details. None None None None Information on litigation in which the Tender is involved. Others Information on litigation in which the Tender is involved. createdTs version createdDate modifiedDate documentName None None None None Others -- Information on litigation in which the Tender is involved. None None None None Other Related documents Others Other Related documents createdTs version createdDate modifiedDate documentName None None None None Others -- Other Related documents None None None None Information on the Works for which tenderer has submitted Tender Others Information on the Works for which tenderer has submitted Tender createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Works for which tenderer has submitted Tender None None None None Contractor PWD registration certificate. Others Contractor PWD registration certificate. createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None List of existing commitments and ongoing works Others Information in format IV createdTs version createdDate modifiedDate documentName None None None None Others -- Information in format IV None None None None Proposed methodology and Program of construction, backed with equipment, planning and deployment, duly supported with Broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. Others Bar Chart/ PERT and Report createdTs version createdDate modifiedDate documentName None None None None Others -- Bar Chart/ PERT and Report
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate as per KW4 True Technical Bid Contractor PWD Registration Certificate True Technical Bid Satisfactorily completed as prime contractor, at least one similar work done certificate as per KW4. True Technical Bid Bid capacity on the contractor letter head as per KW4. True Technical Bid LOC is in the precribed format-2 True Technical Bid Quantity wise workdone certificate as per KW4. True Technical Bid Any other related documents as per KW4. True Technical Bid Machinery as per KW4. True Technical Bid Present Postal address and phone number and email id of the Contractor is Complusory. True Technical Bid Detail of on going works True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Bridges Uttara Kannada Honnavara Kanara BHATKAL Heggar Magod Nagarbastikeri Road None None None None None None Bridges Uttara Kannada Honnavara Kanara BHATKAL Heggar Magod Nagarbastikeri None None None None None None Bridges Uttara Kannada Honnavara Kanara BHATKAL Heggar Mogod Nagarbastikeri None None None None None None Bridges Uttara Kannada Honnavara Kanara BHATKAL Heggar Magod Nagarbastikeri None None None None None None
tenderAddress	createdTs 1707907555000 version 0 createdDate None modifiedDate None blockNumber SE OFFICE DHARWAD street None city DHARWAD state Karnataka pin 581301
tenderRecallDTO	None