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noticeInvitingTenderDTO	createdTs 1707323046707 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 439200.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-02-2024 16:30:00 tenderQueryClose 19-02-2024 11:00:00 technicalBidOpen 21-02-2024 16:45:00 publishedDate 12-02-2024 16:03:08 publishedByPost PWD_EE_DIV_BGV publishedByUser KPE12007 - S S SOBARAD bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 19-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson S S Sobarad splitEmdRequiredYn True emdBankGuarantee 339200.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08312647103 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1707323046736 version 15 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7650 title Construction of Retaining wall at Km 2.32 and Widening and Improvements to MDR NH-4 Kakti Kadoli Agasage from km 5.28 to 7.77 in Belagavi Taluk (Yamakanmardi Constituency) under 3054 MDR Maintenance for the year 2023-24. description Construction of Retaining wall at Km 2.32 and Widening and Improvements to MDR NH-4 Kakti Kadoli Agasage from km 5.28 to 7.77 in Belagavi Taluk (Yamakanmardi Constituency) under 3054 MDR Maintenance for the year 2023-24. category WORKS categoryText Works ecv 29276267.15 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1685 locationName PWD Division Office Belagavi provisionalAmount 36200000.0 groupOverheadTotal 0.0 fileNumber KPWD/BGM/SD/3054/kaktikadoli/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707323047000 1 None None Roads Asphalt Road & CC Road 21362090.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2502318 76003 None 2.5(ii)a Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) a. In area of thorny jungle. (Vol.-3, P.No.9, I.No. 2.5 ii(a)) 100 Sqm 412.65 412.65 77.4 False None None False None False 31939.11 0 2502319 76003 None 2.19 Dismantling of Cement concrete pavement by mechanical means using pneumatic tools,breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.( P.No. 12, Si.No-2.19. Vol.3, SR 2023-24) Cum 591.15 591.15 222.0 False None None False None False 131235.3 0 2502320 76003 None 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 settingout, 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 Cum 107.1 107.1 4516.32 False None None False None False 483697.872 0 2502321 76003 None 3.7 Compacting original ground supporting embankment . Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment , scarified to depth of 150mm , mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in the Table 300-2 for embankment construction.(P.No-17, SI.No-3.7, Vol-3, SR 2023-24) Cum 110.25 110.25 1773.38 False None None False None False 195515.145 0 2502322 76003 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depthbnot 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. (Vol.-1, P.No.8, I.No. 1.12) Cum 99.75 99.75 214.75 False None None False None False 21421.3125 0 2502323 76003 None 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. (Vol.-1, P.No.7, I.No. 1.8) Cum 497.7 497.7 2367.79 False None None False None False 1178449.083 0 2502324 76003 None 16.8 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 (Vol.-3, P.No.144, I.No. 16.8) m 26.25 26.25 2646.0 False None None False None False 69457.5 0 2502325 76003 None 3.60 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 [Page No 15 - I.No. 3.60 PWD SR Road & bridge work vol-03 2023-24] Cum 517.65 517.65 1877.34 False None None False None False 971805.051 0 2502326 76003 None 4.2(v) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v)For Grading -V Material Cum 2476.95 2476.95 1474.41 False None None False None False 3652039.8495 0 2502327 76003 None 4.17 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. (Vol.-3, P.No.26, I.No. 4.17) Cum 2686.95 2686.95 1280.63 False None None False None False 3440988.7785 0 2502328 76003 None 6.60 Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steelchannel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (Vol.-3, P.No.51, I.No. 6.60) Cum 7112.7 7112.7 380.0 False None None False None False 2702826.0 0 2502329 76003 None 5.1 A (i) Prime Coat over WMM/WBM (i) 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 0.70 kg/m2 using mechanical means.(Vol.-3, P.No.31, I.No. 5.1A(i)) Sqm 43.05 43.05 10595.0 False None None False None False 456114.75 0 2502330 76003 None 5.4 (ii) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface(Vol.-3, P.No.31, I.No. 5.4(ii)) Sqm 14.7 14.7 10595.0 False None None False None False 155746.5 0 2502331 76003 None 5.8 C Bituminous Macadam Grading - II for traffic less than 20 MSA.Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction(Vol.-3, P.No.33, I.No. 5.8C) Cum 8044.05 8044.05 529.75 False None None False None False 4261335.4875 0 2502332 76003 None 5.31 Semi Dense Bituminous Concrete 5.31 IRC-37: 2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.(Vol.-3, P.No.43, I.No. 5.31) Cum 10659.6 10659.6 264.88 False None None False None False 2823514.848 0 2502333 76003 None 16.16 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall sand parapets Clause 1101.6. 750mm [Page No146 - I.No. 16.16(C) PWD SR Road & bridge work vol-03 2023-24] m 3501.75 3501.75 30.0 False None None False None False 105052.5 0 2502334 76003 None 8.2 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. Sqm 556.5 556.5 567.0 False None None False None False 315535.5 0 2502335 76003 None 8.43 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.-3, P.No.74, I.No.8.43) No 383.25 383.25 315.0 False None None False None False 120723.75 0 2502336 76003 None 8.16 (ii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary Kilometer Stone (Precast) (Vol.-3, P.No.67 I.No.8.16 (ii)) No 3073.35 3073.35 5.0 False None None False None False 15366.75 0 2502337 76003 None 8.8 Direction and Place Identification Signs upto 0.9 sqm Size Board :Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 40 x40 x 5 mm 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 [Page No65 - I.No. 8.8 PWD SR Road & bridge work vol-03 2023-24] Sqm 10187.1 10187.1 5.4 False None None False None False 55010.34 0 2502338 76003 None 8.29 Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.(i) Single row for one utility service. (Vol.-3, P.No.71, I.No.8.29) m 2322.6 2322.6 72.0 False None None False None False 167227.2 0 2502339 76003 None 3.50 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 6.3 6.3 1125.0 False None None False None False 7087.5 0 1707323047000 0 None None Roads RCC Drain 2004040.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2502340 76004 None 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 knids of soils Depth upto 3m. [Page No 08 - I.No.1.14.1 PWD comman SR vol-01 2023-24] Cum 107.1 107.1 313.5 False None None False None False 33575.85 0 2502341 76004 None 2.1.1 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates [Page No 15 - I.No. 2.1.1 PWD SR Common vol-01 2023-24] Cum 5604.9 5604.9 30.0 False None None False None False 168147.0 0 2502342 76004 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately)[Page No 16 - I.No. 2.4.2 PWD comman SR vol-01 2023-24] Cum 6639.15 6639.15 114.0 False None None False None False 756863.1 0 2502343 76004 None 22.2.12 Formwork for the Item Code 2.4.2 (Sl no22/2/ Page no. A7 vol - 2 M20 as per the item No.12 rate 6323*35%=2213.05 Cum 2323.7 2323.7 114.0 False None None False None False 264901.8 0 2502344 76004 None 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 (PWD SR 2023-24 Pg.No.18 It.No.2.11 h. Vol-I) Tonne 82961.55 82961.55 6.35 False None None False None False 526805.8425 0 2502345 76004 None 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I No 2.5.2 Vol 1 P No 16 for drain slab 60 percent of total quantity Cum 6961.5 6961.5 27.0 False None None False None False 187960.5 0 2502346 76004 None SL NO 4 ADDENDUM 1 Formwork for the Item Code 2.5.2 Cum 2436.52 2436.52 27.0 False None None False None False 65786.04 0 1707323047000 0 None None Roads Retaining Wall at Km 2.32 5617167.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2502347 76005 None 1.14.2 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: In all knids of soils Depth 3m to 6m. [Page No 08 - I.No.1.14.2 PWD comman SR vol-01 2023-24] Cum 122.85 122.85 1071.0 False None None False None False 131572.35 0 2502348 76005 None 9.SOR Code A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (PWD Common SR 2021-22 Vol-V Pg.No.64 It.No.9 SOR Code A130A) Cum 1672.65 1672.65 91.8 False None None False None False 153549.27 0 2502349 76005 None 2.1.2 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates [Page No 15 - I.No. 2.1.2 PWD SR Common vol-01 2023-24] Cum 5947.2 5947.2 45.9 False None None False None False 272976.48 0 2502350 76005 None 2.3.2 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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. (SR 23-24, Page No-16, Item No- 2.3.2, Vol-1) Cum 6804.0 6804.0 308.4 False None None False None False 2098353.6 0 2502351 76005 None Formwork 3 Formwork for the Item Code 2.4.2 rate 6323*10% Cum 680.4 680.4 308.4 False None None False None False 209835.36 0 2502352 76005 None 2.11h 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 (PWD SR 2023-24 Pg.No.18 It.No.2.11 h. Vol-I) Tonne 82961.55 82961.55 20.5185 False None None False None False 1702246.563675 0 2502353 76005 None 12.3 A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification 710.1.4.of IRC:78 & 2200 (PWD Bridge & Roads SR 2023-24 Pg.No.117 It.No.12.3 A) Cum 1226.4 1226.4 666.0 False None None False None False 816782.4 0 2502354 76005 None 14.5 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. complete as per specifications. MORTH Specification No.710.1.4 of IRC:78 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.129 It.No.14.5) Cum 2810.85 2810.85 81.0 False None None False None False 227678.85 0 2502355 76005 None 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 including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.1) m 144.9 144.9 28.8 False None None False None False 4173.12 0 1707323047000 0 None None Roads Mintenance estimate 292968.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2502356 76006 None SE BGM approved 3rd year maintenance Per Km 31210.0 31210.0 1.89 False None None False None False 58986.9 0 2502357 76006 None se bgm approved 4th year maintianance Per Km 54730.0 54730.0 1.89 False None None False None False 103439.7 0 2502358 76006 None se bgm approved 5th year app Per Km 69070.0 69070.0 1.89 False None None False None False 130542.3 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707323058000 1 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707323058000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1707323058000 1 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 1707470533000 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 KPPP portal due to internet connectivity issues and technical glitches at bidders end. None 1707470543000 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 1707470547000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1707470551000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1707470555000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. None 1707470559000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thiry first day of March of succeeding year(both days inclusive) None 1707470563000 0 None None ELIGIBILITY All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original. None 1707470567000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder. None 1707470577000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1707470722000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1707470727000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1707470731000 0 None None ELIGIBILITY All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. None 1707470735000 0 None None ELIGIBILITY The items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1707470739000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1707470744000 0 None None ELIGIBILITY All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose. None 1707470750000 0 None None ELIGIBILITY Physical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014 None 1707470756000 0 None None ELIGIBILITY Department will not supply any materials. None 1707470765000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1707470772000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWP & IWT Dept Division Belagavi during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1707470777000 0 None None ELIGIBILITY The Tenderer must be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening. None 1707470782000 0 None None ELIGIBILITY The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 in respect of the employees engaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund. None 1707470787000 0 None None ELIGIBILITY As per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. None 1707470792000 0 None None ELIGIBILITY THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA. ANY JUNK, SUPERFLUOS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTED. None 1707470797000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1707470801000 0 None None ELIGIBILITY The item rates are inclusive of all other charges. None 1707470808000 0 None None ELIGIBILITY In KPPP Tax Break up GST 18% Activated. None 1707470813000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time. None 1707470817000 0 None None ELIGIBILITY Financial turover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria None 1707470821000 0 None None ELIGIBILITY The Defects Liability Period is 2(Two) Years after completion of work. After completion of work, DLP is applicable to all the items executed in main work. The 3rd , 4th and 5th year maintenance starts after DLP Period. None 1707470827000 0 None None ELIGIBILITY Appeal - As per the Govt. ltr no 572/CRM/2020/PWD-COMM-1-PWD-SEC, dated 09.10.2020 the Appeals received in e-procurement as per KTPP Act / Rules within the stipulated time will only be considered. Any written Appeal Received shall not be considered. None 1707470833000 0 None None ELIGIBILITY The tenderer should be a KPWD registered Class-II and Above Contractor. None 1707470837000 0 None None ELIGIBILITY Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 and 2022-23 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 585.53 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years 2018-19, 2019-20, 2020-21, 2021-22 and 2022-23 Satisfactorily completed, as prime contractor, at least one similar work such as Improvements to Road work of value not less than Rs. 146.38 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2018-19, 2019-20, 2020-21, 2021-22 and 2022-23 executed the following minimum quantities of work 1)Earth work Excavation in foundation/Subgrade Earthen shoulder 8821.00Cum, 2)GSB-1180.00 Cum, 3)WMM WBM 1025.00 Cum,4)Concrete including PCC RCC PQC 724.00 Cum.5) Steel Reinforcement 21.49 Tonne.6)Asphalting Works DBM /BM/BC/SDBC 635.70.00Cum Past Experience 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 equal to (AxNx1.5 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. 0.50 Year where B equal to Value at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.50 Year form the probable date of Award of this contract. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Calculation Sheet on letter head 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 work is awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Biodata of the personnel 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 -- Others -- Assessment on the Letter Head of the Tenderer None None None None The EMD of Rs. 4,39,200.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs, 100,000.00 by e -payment Part (2) Rs. 339,200.00 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Bank Guarantee shall be scanned and uploaded along with the technical Bid None None None None Each Tenderer should further demonstrate- liquid assets and/or availability of credit facilities of not less than Rs.146.38 lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. (Enclosed with this NIT under Forms of Bid qualification information as per Govt. Circular No. FD-CAM/16/2022(P-2), dated. 22.08.2022) (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 Availability by owning Hire Lease basis (Should scan and attach the requisite ownership documents hire lease agreement with the Bid and produce the same in original at the time of verification of Technical Bid).1)Excavator Hydraulic Excavator Backhoe Loader 2Nos.(Hire Lease) 2)Tipper 2 Nos(Owned) 2 Nos(Hire/Lease)3) Road Grader Motor Grader 1 Nos.(Hire Lease) 4)Vibratory Road Roller 1 Nos.(Owned) 1 Nos.(Hire/Lease) 5)Self Loading Concrete Mixer with weigh batch 1 Nos.(Owned) 1 Nos(Hire Lease) 6)Vehicle mounted (Tank) Mechanical sprayer 1 Nos.(Own) 7)Floater Vibrator Screed vibrator 1 Nos.(Hire/Lease) 8) Water Tanker 2 Nos.(Hire Lease) 9)Hot Mix Plant(40/60 TPH) 1 Nos.(Owned) 10)Pug Mill (Wet Mix Plant) 1 Nos.(Owned) 11) Mechanical Paver Finisher 1 Nos.(Owned) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Should scan and attach the requisite ownership documents hirelease agreement with the Bid and prod None None None None Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Auditors Report None None None None Constitutional and Legal Status of the Tenderer Others PWD Registration Certificate (Class I/II/III/IV) createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Principal Place of Business (Full address) Others Others -- Address proof, with declaration on Bidders letter head createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Address proof, with declaration on Bidders letter head None None None None Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers Bankers Others Others -- Information on the Letter Head of the tenderer createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information on the Letter Head of the tenderer None None None None The proposed methodology and program of construction, backed with equipment planning and deployment duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion Others Others -- CPM/PERT chart createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- CPM/PERT chart None None None None Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered Others Others -- UDIN createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- UDIN None None None None Information on works which are yet to be completed. Others Others -- Information in Format 5 and cerificate in format-3 createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format 5 and cerificate in format-3 None None None None Information of the works for which Tender acceptance letters are received. Others Others -- New works createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- New works None None None None Information of the works for which Tenderer has submitted Tender Others Others -- Information in Format 7 createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format 7 None None None None Information on litigation in which the Tenderer is involved: Others Others -- Information in Format 10 createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format 10
tenderCriterionDocumentList	documentName optional documentTypeText Contractors KPWD Registration Certificate True Technical Bid Annual Turnover Certificate from CA from 2018-19 to 2022-23 True Technical Bid Work done certificate for similar nature of Work from Competant authority Rank of Executive Engineer & above True Technical Bid Name and Address of Contractor for Communication True Technical Bid Liquid assets or availability of credit facilities Credit lines or letter of credit or certificates from the banks True Technical Bid UDIN is Preffered True Technical Bid List of ongoing works/ Works in Hand True Technical Bid Filled froms enclosed with NIT True Technical Bid Bid capacity on Letter head True Technical Bid Qty wise work done certificate from competent authourity True Technical Bid Profit and Loss A/C Statement True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1707550219000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer, PWD Division Office, Killa (Fort), Belagavi street None city Belagavi state Karnataka pin 590016
tenderRecallDTO	None