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noticeInvitingTenderDTO	createdTs 1725366279445 version 13 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 546200.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-09-2024 16:00:00 tenderQueryClose 13-09-2024 16:00:00 technicalBidOpen 21-09-2024 16:30:00 publishedDate 12-09-2024 11:24:05 publishedByPost PWD_EE_DIV_DVG publishedByUser KPE15413 - G NARENDRA BABU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 11-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson NARENDRA BABU G splitEmdRequiredYn True emdBankGuarantee 446200.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08192231530 mobileNumber 8105684077 tenderSupplierList None
tenderSchedule	createdTs 1725366279479 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/BG/WORK_INDENT9950 title Re construction of bridge at Ch.1.05 km in Jagalur-Kanamadagu road in Jagalur taluk. description Re construction of bridge at Ch.1.05 km in Jagalur-Kanamadagu road in Jagalur taluk. category WORKS categoryText Works ecv 36407573.78 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1702 locationName PWD Division Office Davanagere provisionalAmount 49000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/JGL/3054/JAGALUR-KANAMADAGU/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725366279000 0 None None Bridges Box Culvert 20689170.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3909531 150778 None VOL.3, Page No:10, Item No:2.8 ii Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) mechanical means. a. Cement Concrete Grade M-15 & M-20 Cum 719.0 719.0 31.5 False None None False None False 22648.5 0 3909532 150778 None VOL.3, Page No:10, Item No:2.11.A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (ii). By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means. Cum 180.0 180.0 109.44 False None None False None False 19699.2 0 3909533 150778 None VOL.1, Page No:8, Item 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 3m Cum 111.27 111.27 2612.81 False None None False None False 290727.3687 0 3909534 150778 None VOL.1, Page No:11, Item 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. Cum 2682.0 2682.0 163.36 False None None False None False 438131.52 0 3909535 150778 None VOL.1, Page No:15, Item 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 machineries,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. Cum 6533.4 6533.4 137.83 False None None False None False 900498.522 0 3909536 150778 None VOL.1, Page No:15, Item 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 (Cost of formwork included) Cum 6858.49 6858.49 114.66 False None None False None False 786394.4634 0 3909537 150778 None VOL.1, Page No:16, Item 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 20mm nominal size graded crushed coarse aggregates. Including Formwork. Cum 8294.32 8294.32 1034.47 False None None False None False 8580225.2104 0 3909538 150778 None VOL.1, Page No:18, Item No: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. All other type of structures t 79011.0 79011.0 79.53 False None None False None False 6283744.83 0 3909539 150778 None VOL.3, Page No:121, Item no. 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Cum 6811.0 6811.0 11.88 False None None False None False 80914.68 0 3909540 150778 None VOL.3, Page No:122, Item No. 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Cum 11835.0 11835.0 25.2 False None None False None False 298242.0 0 3909541 150778 None VOL.3, Page No:121, Item No. 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 13971.0 13971.0 28.76 False None None False None False 401805.96 0 3909542 150778 None VOL.3, Page No:117, Item 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. Cum 2677.0 2677.0 169.2 False None None False None False 452948.4 0 3909543 150778 None VOL.3, Page No:117, Item No. 12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material Cum 1168.0 1168.0 883.8 False None None False None False 1032278.4 0 3909544 150778 None VOL.3, Page No:121, Item No. 13.5 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 2264.0 2264.0 63.9 False None None False None False 144669.6 0 3909545 150778 None VOL.3, Page No:121, I.No:13.15 ii Filler Joint (ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 137.0 137.0 44.2 False None None False None False 6055.4 0 3909546 150778 None VOL.3,Page No:123, I No.13.15.iii Filler Joint (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. m 231.0 231.0 44.2 False None None False None False 10210.2 0 3909547 150778 None VOL.3, P. No:124, I. No. 13.15iv Filler Joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight m 48.0 48.0 44.2 False None None False None False 2121.6 0 3909548 150778 None VOL.3, Page No:121, Item No.13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 3271.0 3271.0 8.0 False None None False None False 26168.0 0 3909549 150778 None VOL.3, Page No:129 Item No. 14.3 Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Cum 6368.0 6368.0 69.2 False None None False None False 440665.6 0 3909550 150778 None VOL.3, Page No:129, Item No.14.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. Cum 1912.0 1912.0 98.85 False None None False None False 189001.2 0 3909551 150778 None VOL.3, Page No:129, Item No. 14.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 3036.0 3036.0 27.0 False None None False None False 81972.0 0 3909552 150778 None VOL.3, P. No:129. Item No:14.4.A 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. A. Stone/Boulder Cum 1912.0 1912.0 54.0 False None None False None False 103248.0 0 3909553 150778 None VOL.3, Page No:9, Item No:2.5 II b 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) By Mechanical Means using Dozer b)In area of thorny jungle 100 Sqm 484.0 484.0 200.0 False None None False None False 96800.0 0 1725366279000 0 None None Bridges Approach road 13430255.78 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3909554 150779 None VOL. 3, Page No:17, Item No:3.5 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 6.0 6.0 2750.0 False None None False None False 16500.0 0 3909555 150779 None VOL. 1, Page No 7, Item 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. Cum 474.0 474.0 7200.0 False None None False None False 3412800.0 0 3909556 150779 None VOL. 3, Page No:17, Item 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 Cum 493.0 493.0 645.93 False None None False None False 318443.49 0 3909557 150779 None VOL. 3, P No:23, Item No:4.2 B.V 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 Cum 2359.0 2359.0 858.75 False None None False None False 2025791.25 0 3909558 150779 None VOL. 3, Page No:26, Item No.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. Cum 2559.0 2559.0 912.5 False None None False None False 2335087.5 0 3909559 150779 None VOL. 3, Page No:31 Item No.5.1 A 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/m2 using mechanical means. Sqm 41.0 41.0 3500.0 False None None False None False 143500.0 0 3909560 150779 None VOL. 3, Page No:33, Item No.5.8 C ii) Bituminous Macadam Grading - II for traffic less 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. Cum 7661.0 7661.0 175.0 False None None False None False 1340675.0 0 3909561 150779 None VOL. 3, Page No:43, Item No:5.31 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 87.5 False None None False None False 888300.0 0 3909562 150779 None VOL. 3, Page No:67 Item 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 level, uniform and free from streaks and holes. Sqm 530.0 530.0 187.5 False None None False None False 99375.0 0 3909563 150779 None VOL. 3, Page No:69, Item No.8.25 Metal Beam Crash Barrier 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 2m 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 5 mm, 330 mm long complete as per clause 811 m 3640.0 3640.0 750.0 False None None False None False 2730000.0 0 3909564 150779 None VOL.3, Page No:64, Item No.8.5 ii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.ii) 90 cm equilateral triangle Each 4684.0 4684.0 6.0 False None None False None False 28104.0 0 3909565 150779 None VOL. 3, Page No:65 Item No.8.8 Direction and Place Identification Signs with size more than 0.9 m2 size Board Providing and erecting direction and place identification retro reflectorised 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 Sqm 9702.0 9702.0 0.27 False None None False None False 2619.54 0 3909566 150779 None VOL. 3, Page No:74, Item No: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. No 365.0 365.0 244.0 False None None False None False 89060.0 0 1725366279000 0 None None Bridges Estimate for service road 2288147.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3909567 150780 None VOL. 3, Page No:9 Item No.2.5 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) By Mechanical Means using Dozer. b: In area of thorny jungle 100 Sqm 484.0 484.0 15.0 False None None False None False 7260.0 0 3909568 150780 None VOL. 1, Page No:7, Item 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 Cum 474.0 474.0 3296.4 False None None False None False 1562493.6 0 3909569 150780 None VOL. 3, Page No:26, Item No: 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. Cum 2559.0 2559.0 206.25 False None None False None False 527793.75 0 3909570 150780 None VOL. 3, Page No:80, Item No:8.58c Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. 600 mm dia m 1906.0 1906.0 100.0 False None None False None False 190600.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725366283000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725366283000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1725366283000 1 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 kpp portal due to internet connectivity issues and technical glitches at bidders end None 1725366283000 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 1725366283000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1725366371000 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 1725366381000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1725366388000 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 1725366396000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1725366403000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing kppp Portal None 1725366414000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1725366420000 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/ etc., applies to latest order available None 1725366431000 0 None None ELIGIBILITY Disputes shall be settled by a Aribitator or set of Arbitrators appointed by Karnataka Arbitration centre Rules 2012 None 1725366437000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None 1725366444000 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 1725366451000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1725366461000 2 None None ELIGIBILITY The Defects Liability Period is two years after successful completion of the project. None 1725366474000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given Clause 29.1 of ITT for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 & 29.1 of ITT and Clause 44 of the Conditions of Contract. None 1725366482000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing works and other similar 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 1725366489000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incidents happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1725366496000 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 1725366504000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division, Davanagere during office hours on all working days. None 1725366511000 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 1725366518000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act. None 1725366526000 3 None None ELIGIBILITY Work should be carried out according to IRC SP-013 -2004 for BRIDGES and the contractor has to establish field laboratory at the work site as per the IRC Specifications. None 1725366533000 0 None None ELIGIBILITY The Tenderer should furnish all the necessary original documents mentioned above to the Executive engineer None 1725366541000 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 K.P.W.D. and further orders thereon. None 1725366549000 0 None None ELIGIBILITY As per the government circular no : FD/447/expenditure/12/2022/dated:30/07/2022 GST will be added to the contract amount separately. Hence the Contractor has to quote the rates exclusive of GST None 1725366559000 0 None None ELIGIBILITY Period for completion of this work is 11 (Eleven) months including Monsoon None 1725366594000 1 None None ELIGIBILITY Estimate rates are excluding GST and the prevailing GST 18% of Amount Put to tender is added in the form of Lump sum in sanctioned Estimate as per the guidelines in Common SR 2023-24 GO:PWD86 RDF 2022 Bangaluru Dt:15.11.2023. Therefore, amount put to Tender or ECV amount is excluding GST. In the kppp - portal there is no option to add GST Separately over and above the amount put to Tender, during Draft Tender Schedule Process. Hence even though the tender has been invited by opting for the INCLUSIVE option, the item wise rates do not include GST. Hence, GST will be paid separately for the quoted amount as per the Government Circular no : FD/447/expenditure/12/2022/dated:30/07/2022. Therefore GST Declaration Certificate must be uploaded mandatorily by the prospective bidders. None 1725448736000 2 None None ELIGIBILITY The successful bidder has to follow the prevailing Government orders regarding royalty charges. The contractor has to submit Material Dispatch Permit (MDP) for all naturally available resources / materials along with the running contract bills, otherwise necessary action will be taken as per GO/Circulars. accordance with Clause 25.5 & 29. None 1725448756000 1 None None ELIGIBILITY As per GO Circular no. FD 417 Expenditure-12/2024 date.09-08-2024 the Government and the contractor are bound to pay/refund accordingly if the GST rates are revised during the contract period. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. 182.04 lakhs. ie..construction of the bridge work. The Work done Certificate issued by competent Authority of rank not less than The Executive Engineer. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work 1.Earth work/embankment/subgrade -11711.00 m3, PCC/RCC 1082.00 m3, GSB/WMM 1582.00 m3, Steel -63.62 t, BM/SDBC/DBM/BC 210.00 m3, -- Work done Certificate issued by competent Authority of rank not less than Executive Engineer. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Total value of civil engineering works executed and payments received in the last five years (year-wise) Past Experience None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Owning the following key and critical equipment for this work Machineries to be owned: Tipper 2 Nos, Vibratory road roller 1 No, Excavator1 No, MACHINE CONCRETE MIXER 2 NO, Machineries to be Hired/Leased/Owned Tippers 2, Nos, Water Tanker 2No, Excavator - 1No, Mechanical sprayer-1 no, Motor grader-01, HOT MIX PLANT-1 NO, PAVER FINISHER-1NO, MACHINE CONCRETE MIXER 2 NO Capabilities of Vendor mechineries details createdTs version createdDate modifiedDate documentName None None None None Others -- Purchase invoice,Bills/Lease/Hire agreement ,R C issued by RTO None None None None List of existing commitments and ongoing works Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- in the format 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 -- in the format None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Purchase invoice,Bills/Lease/Hire agreement ,R C issued by RTO None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- employers details None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs.728.16 Lakhs) 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.109.22 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Banker Details for reference Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None contractors registration certificate class 2 and above Others Registration createdTs version createdDate modifiedDate documentName None None None None Others -- Contractor licence None None None None Owning the following key and critical equipment for this work Machineries to be owned: Tipper 2 Nos, Vibratory road roller 1 No, Excavator1 No, MACHINE CONCRETE MIXER 2 NO, Machineries to be Hired/Leased/Owned Tippers 2, Nos, Water Tanker 2No, Excavator - 1No, Mechanical sprayer-1 no, Motor grader-01, HOT MIX PLANT-1 NO, PAVER FINISHER-1NO, MACHINE CONCRETE MIXER 2 NO Others mechineries details createdTs version createdDate modifiedDate documentName None None None None Others -- Purchase invoice,Bills/Lease/Hire agreement ,R C issued by RTO
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid contractors registration certificate class 2 and above True Technical Bid GST, PAN, TIN, PIN, PHONE NUMBERS and Address for communication True Technical Bid GST DECLARATION CERTIFICATE IN THE REQUIRED FORMAT True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1725865055000 version 0 createdDate None modifiedDate None blockNumber O/O EE, PWD, DIVISION, PB ROAD street None city DAVANAGERE state Karnataka pin 577002
tenderRecallDTO	None