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noticeInvitingTenderDTO	createdTs 1706952906082 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4080.00 emd 244800.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 02-03-2024 16:00:00 tenderQueryClose 29-02-2024 16:00:00 technicalBidOpen 04-03-2024 16:30:00 publishedDate 21-02-2024 02:47:52 publishedByPost PWD_EE_DIV_CMJ publishedByUser KPE13484 - S P MAHESH bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-02-2024 16:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson TECHNICAL ASSISTANT splitEmdRequiredYn True emdBankGuarantee 44800.00 emdCash 200000.00 bgValidityPeriod 90 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08226222027 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706952906113 version 4 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7165 title IMPROVEMENTS TO ROAD BANDIPURA ANKAHALLI ROAD FROM CH. 5.37 TO 8.00 KM IN GUNDLUPET TALUK CHAMARAJANAGARA DISTRICT description IMPROVEMENTS TO ROAD BANDIPURA ANKAHALLI ROAD FROM CH. 5.37 TO 8.00 KM IN GUNDLUPET TALUK CHAMARAJANAGARA DISTRICT category WORKS categoryText Works ecv 16313727.73 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1678 locationName PWD Division Office Chamarajanagara provisionalAmount 20000000.0 groupOverheadTotal 0.0 fileNumber pwd/aee/gun/ban-ank/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706952906000 0 None None Roads IMPROVEMENTS TO ROAD BANDIPURA ANKAHALLI ROAD FROM CH. 5.37 TO 8.00 KM IN GUNDLUPET TALUK CHAMARAJANAGARA DISTRICT 15125525.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2418908 72515 None vol-3, I no-2.5(iia), p-9 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 3/9/2.5 (iia) 100 Sqm 393.0 393.0 31.14 False None None False None False 12238.02 0 2418909 72515 None vol-1, I no-1.14.1, p-8 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 1/8/1.14.1 Cum 102.0 102.0 1050.98 False None None False None False 107199.96 0 2418910 72515 None vol-3, I no-3.5, p-17 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 3/17/3.5 Sqm 6.0 6.0 5190.0 False None None False None False 31140.0 0 2418911 72515 None vol-3, I no-3.7, p-17 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction 3/17/3.7 Cum 105.0 105.0 1946.25 False None None False None False 204356.25 0 2418912 72515 None vol-3, I no-3.6, p-17 Construction of Subgrade and Earthen Shoulders 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 3/17/3.6 Cum 493.0 493.0 2465.25 False None None False None False 1215368.25 0 2418913 72515 None vol-1, I no-1.7, p-7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction 1/7/1.7 Cum 119.0 119.0 525.49 False None None False None False 62533.31 0 2418914 72515 None vol-3, I no-4.2B(v), p-23 By Mix in Place Method 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 m3 3/23/4.2B(v) Cum 2359.0 2359.0 1647.82 False None None False None False 3887207.38 0 2418915 72515 None vol-3, I no-4.17, p-26 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. 3/26/4.17A Cum 2559.0 2559.0 1751.62 False None None False None False 4482395.58 0 2418916 72515 None vol-3, I no-5.1A(i), p-31 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 0.70 kg per m2 using mechanical means.3/31/5.1A(i) Sqm 41.0 41.0 6487.5 False None None False None False 265987.5 0 2418917 72515 None vol-3, I no-5.33, p-43 Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Sqm 15.0 15.0 6487.5 False None None False None False 97312.5 0 2418918 72515 None vol-3, I no-5.8C, p-33 Bituminous Macadam Grading - II for traffic BELOW 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specifiedgrading 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 Cum 7661.0 7661.0 324.38 False None None False None False 2485075.18 0 2418919 72515 None vol-3, I no-5.31, p-43 Semi Dense Bituminous Concrete 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 Cum 10152.0 10152.0 194.62 False None None False None False 1975782.24 0 2418920 72515 None vol-3, I no-8.32, p-71 Solar Raised Pavement Markers Supplying 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 50 hours. 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 0.5 kg. 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.3/71/8.32 Each 2100.0 2100.0 100.0 False None None False None False 210000.0 0 2418921 72515 None vol-3, I no-8.15, p-67 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/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to belevel, uniform and free from streaks and holes 3/67/8.15 Sqm 530.0 530.0 60.0 False None None False None False 31800.0 0 2418922 72515 None vol-3, I no-8.16(ii), p-67 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) 3/67/8.16(ii) Each 2927.0 2927.0 3.0 False None None False None False 8781.0 0 2418923 72515 None vol-3, I no-8.16(iii), p-67 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) 3/67/8.16(iii) Each 842.0 842.0 11.0 False None None False None False 9262.0 0 2418924 72515 None vol-3, I no-8.5A(iv), p-63 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67:2012 - 60 cm equilateral triangle 3/63/8.5A(iv) Each 3576.0 3576.0 8.0 False None None False None False 28608.0 0 2418925 72515 None vol-3, I no-8.8, p-65 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:67:2012 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 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 3/65/8.8 Sqm 9702.0 9702.0 1.08 False None None False None False 10478.16 0 1706952906000 0 None None Roads maintenance 294237.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2418926 72516 None vol-3, I no-2.6, p-9 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. Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. 3/9/2.6 100 Sqm 340.0 340.0 31.14 False None None False None False 10587.6 0 2418927 72516 None vol-3, I no-16.19, p-147 the maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. m 6.0 6.0 3460.0 False None None False None False 20760.0 0 2418928 72516 None vol-3, I no-10.2, p-91 Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 3/91/10.2 Sqm 97.0 97.0 600.0 False None None False None False 58200.0 0 2418929 72516 None vol-3, I no-2.6, p-9 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. Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. 100 Sqm 340.0 340.0 31.14 False None None False None False 10587.6 0 2418930 72516 None vol-3, I no-16.19, p-147 the maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. m 6.0 6.0 3460.0 False None None False None False 20760.0 0 2418931 72516 None vol-3, I no-10.2, p-91 Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.3/91/10.2 Sqm 97.0 97.0 600.0 False None None False None False 58200.0 0 2418932 72516 None vol-3, I no-10.15(i), p-93 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.3/93/10.15.(i) Sqm 263.0 263.0 32.44 False None None False None False 8531.72 0 2418933 72516 None vol-3, I no-2.6, p-9 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. Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. 100 Sqm 340.0 340.0 31.14 False None None False None False 10587.6 0 2418934 72516 None vol-3, I no-16.19, p-147 the maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. m 6.0 6.0 3460.0 False None None False None False 20760.0 0 2418935 72516 None vol-3, I no-10.2, p-91 Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 3/91/10.2 Sqm 97.0 97.0 600.0 False None None False None False 58200.0 0 2418936 72516 None vol-3, I no-10.15(i), p-93 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. Sqm 263.0 263.0 64.88 False None None False None False 17063.44 0 1706952906000 0 None None Roads Construction of BOX Culvert (1.00 x1.00 Mts), 1Vent at ch.5.80,7.20,7.70 893964.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2418937 72517 None vol-1, I no-1.14.1, p-8 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 1/8/1.14.1 Cum 102.0 102.0 91.8 False None None False None False 9363.6 0 2418938 72517 None vol-1, I no-2.1.3, p-15 PCC M10 in Foundation Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregate.1/15/2.1.3 Cum 5989.0 5989.0 8.1 False None None False None False 48510.9 0 2418939 72517 None vol-1, I no-2.4.3, p-16 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 Cum 6336.0 6336.0 26.25 False None None False None False 166320.0 0 2418940 72517 None vol-1, I no-2.5.2, p-16 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 1/16/2.5.2 Cum 6843.0 6843.0 12.47 False None None False None False 85332.21 0 2418941 72517 None vol-1, I no-2.11(h), p-18 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 1/18/2.11(h) t 79011.0 79011.0 3.1 False None None False None False 244934.1 0 2418942 72517 None vol-3, I no-12.3A, p-117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (A) Granular materials 3/117/12.3A Cum 1168.0 1168.0 36.0 False None None False None False 42048.0 0 2418943 72517 None vol-3, I no-12.2, p-117 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 Specification 3/117/12.2 m 239.0 239.0 6.0 False None None False None False 1434.0 0 2418944 72517 None vol-1, I no-1.8, p-7 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. 1/7/1.8 Cum 474.0 474.0 360.0 False None None False None False 170640.0 0 2418945 72517 None vol-3, I no-16.15, p-146 PIPE CULVERTS;Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.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 wallsand parapets Clause 1101.6. 750mm dia pipes 3/146/16.15 m 3335.0 3335.0 22.5 False None None False None False 75037.5 0 2418946 72517 None vol-1, I no-2.4.3, p-16 Additionalities for formwork, Centering and Scaffolding for sub structure including cost and conveyance of all materials, labours, hire, charges of machineries and all other incidental charges etc. complete the work shall carried out as per technical detailed specifications and as per direction of engineer in charge for culvert. Cum 1267.2 1267.2 26.25 False None None False None False 33264.0 0 2418947 72517 None vol-1, I no-2.5.2, p-16 Additionalities for formwork, Centering and Scaffolding for sub structure including cost and conveyance of all materials, labours, hire, charges of machineries and all other incidental charges etc. complete the work shall carried out as per technical detailed specifications and as per direction of engineer in charge for culvert.Additionalities for formwork, Centering and Scaffolding for sub structure including cost and conveyance of all materials, labours, hire, charges of machineries and all other incidental charges etc. complete the work shall carried out as per technical detailed specifications and as per direction of engineer in charge for culvert. Cum 1368.6 1368.6 12.48 False None None False None False 17080.128 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706952907000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706952907000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706952907000 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 1707912761000 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 1707912772000 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 1707912781000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1707912789000 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 1707912800000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1707912813000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1707912825000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1707912834000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval. None 1707912843000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1707912856000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work. None 1707912863000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the prescribed form in the favour of the Executive Engineer, PWD Division, Chamarajanagara, given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. None 1707912874000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1707912881000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured according to ENVIRONMENTAL MANAGEMENT SYSTEM (EMS ISO 14001:2015) & QUALITY MANAGEMENT SYSTEM (QMS ISO 9001:2015) Policies, so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1707912888000 0 None None ELIGIBILITY Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. None 1707912897000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should get tested by the quality control authority before use on the work at their own cost. None 1707912911000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.6 of STD tender document Attached. None 1707912923000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer - in charge of this work. None 1707912930000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties. None 1707912938000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1707912945000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act. None 1707912954000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Chamarajanagar Division, during office hours on all working days. None 1707912960000 0 None None ELIGIBILITY Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. None 1707912971000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost. None 1707913135000 0 None None ELIGIBILITY Rs 2,00,000 of the EMD should be paid through e-payment as specified in e-procurement portal and the remaining balance amount of EMD must be produced in the form of Bank Guarantee by uploading the scan copy of the Bank Guarantee. The original copy should be produced at the time of Technical Bid Opening. None 1707913150000 0 None None ELIGIBILITY The successful contractor should setup material testing laboratory at the work site before commencement of work. None 1707913161000 0 None None ELIGIBILITY The difference in cost deposited by the lowest successful tenderer (for unbalanced) along with the performance security will be released to the contractor 30 days after the completion of defects liability period. None 1707913174000 0 None None ELIGIBILITY All the uploaded documents in e-portal should be got verified at the Division office within 3 working days from the stipulated date of opening of Technical Bid by producing the original documents at the Division office, failing which the tender is liable for rejection. No separate communication will be made in this regard. None 1707913202000 0 None None ELIGIBILITY Bankers Certificate for the stipulated amount as per clause 3.3 (b) should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection. None 1707913212000 0 None None ELIGIBILITY The contractor who participates in tenders for more than one work for which tenders are invited in this IFT, the tenderer must fulfill all the conditions and criteria cumulatively for the participated works. None 1707913259000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1707913269000 0 None None ELIGIBILITY Price escalation shall not be considered in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1707913276000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractor may appeal to the prescribed (Appellant) Authority within 30 days as per KTTP and appeal should be trough eproc only as per Govt: Order No.pwd/572/CRN-2020 Bangalore Dt:09.10.2020. same will not be considered if appeal through Letters. None 1707913288000 0 None None ELIGIBILITY The returns submitted to the Income Tax Department. Shall be uploaded and shall be produced at the time of verification of Original documents at Division office None 1707913296000 0 None None ELIGIBILITY Contractors should be registered as KPWD/CPWD Class III and Above Civil Contractor. None 1707913305000 0 None None ELIGIBILITY The time for completion of whole work is 3 Months (including rainy days) None 1707913323000 0 None None ELIGIBILITY Estimate rates are excluding GST as per common SR 2023-24 and prevailing GST (18% of amount put to tender) amount is kept in form of Lump sum in Sanctioned estimate according to guidelines in common SR. Therefore, amount put to tender and ECV amount are excluding GST. KPPP-PORTAL format has No options to add GST separately at stage of Draft tender Schedule process for overall amount put to tender, tender has been inviting through an option with INCLUSIVE. But the item wise rates do not include GST. Hence, GST will be paid separately for the quoted amount accordingly. None 1707914214000 0 None None ELIGIBILITY The contractor shall maintain pothole free road during DLP ,if potholes found the contractor should attend the issue within 24 hours as per the instructions of the Executive Engineer None 1708012944000 0 None None ELIGIBILITY During the maintenance period , the claims should be as per the actual site condition and should not exceed the BOQ, and routine maintenance of respective years shall not be carried over to successive years None 1708012964000 0 None None ELIGIBILITY The defect liability period for this project shall be of total 5 years (initial 2 years defect liability period shall be without any financial implications & in subsequent 3 years maintenance should be carried out as per BOQ abiding the instructions of Executive Engineer) 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 to 2022-23. Satisfactorily completed (atleast 90% of the contract value) as prime contractor atleast one similar road work of value not less than Rs.81.57 lakhs (usually not less than 50% estimated value of contract) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each tenderer in his name should have in the last fve years i.e., 2018-19 to 2022-23. Executed in any one year (for a continuous period of 12 months) the following minimum quantities of work (1.Earthwork excavation/ Embankment/Subgrade :3595 Cum, 2.GSB/ WMM:2720 Cum, 3.PCC/RCC: 37 Cum, 4.Steel: 2.48Tonne, 5.BM/SDBC: 417 Cum,) (usually 80% of peak annual rate of construction) 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 fve years period i.e., 2018-19 to 2022-23. achived in at least two fnantial years a Minimum fnancial turn over (in all classes of civil engineering construction works only) of Rs. 326.28 lakhs (usually not less than two times the estimated annual payments under this contract) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None DEMONSTRATION OF EQUIPMENTS IS EXEMPTED VIDE CIRCULAR NO. FD 263 EXP 12/2022 BANGALORE Dt: 11-05-2022. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- NA. None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 163.14 Lakhs (estimated cash flow for 3 months of peak construction period) K-Form/Line of Credit, Bankers Certifcate issued by Nationalised Bank, must be submitted in priscribed format as in the bid document only. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None List of works for which tenders already submitted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- format as in Tender document None None None None Qualifcation and experience of the technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- TECHNICAL STAFF PATTERN None None None None List of existing commitments and ongoing works Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- format as in Tender document None None None None GST REGISTRATION CERTIFICATE Financial Status None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None ITR, PROFIT & LOSS STATEMENT OR 26AS FOR YEAR 2018-19 TO 2022-23. Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year Others NA. createdTs version createdDate modifiedDate documentName None None None None Others -- NA. None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year Others NA. createdTs version createdDate modifiedDate documentName None None None None Others -- NA. None None None None Total value of civil engineering works executed and payments received in the last fve years i.e., 2018-19 to 2022-23 (year wise) Others FINANCIAL TURN OVER createdTs version createdDate modifiedDate documentName None None None None Others -- AUDITED CA CERTIFICATE WITH UDIN None None None None Banker Details for reference Others CORRESPONDANCE DETAILS createdTs version createdDate modifiedDate documentName None None None None Others -- BANK PASS BOOK, CROSSED CHEQUE LEAF None None None None BLANK Others NA. createdTs version createdDate modifiedDate documentName None None None None Others -- NA.
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN True Technical Bid PWD Registration Certificate Class III & Above True Technical Bid GST REGISTRATION CERTIFICATE True Technical Bid Work done certificate supporting similar nature of work and Quantities executed in one year period during year 2018-19 to 2022-23. True Technical Bid Line of Credit in prescribed format True Technical Bid Details of ongoing works and work on hand True Technical Bid Additional documents which supports work done & Financial status, EMD payment etc. True Technical Bid ITR, Profit & Loss statement or 26AS of last 5 years True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Chamarajanagara Gundlupete Chamarajanagar GUNDLUPET gundlupete None None None None None None Roads Chamarajanagara Gundlupete Chamarajanagar GUNDLUPET gundlupete None None None None None None Roads Chamarajanagara Gundlupete Chamarajanagar GUNDLUPET gundlupete None None None None None None
tenderAddress	createdTs 1708013291000 version 0 createdDate None modifiedDate None blockNumber EXECUTIVE ENGINEER, PWD DIVISION, CHAMARAJANAGARA street None city CHAMARAJANAGARA state Karnataka pin 571313
tenderRecallDTO	None