createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1706963155412 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 10600.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 14-02-2024 16:00:59 tenderQueryClose 07-02-2024 17:30:00 technicalBidOpen None publishedDate 05-02-2024 14:05:00 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706963155447 version 4 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT5349 title Construction of Ranammadevi Samudaya Bhavan at Nagavi Village in Gadag Tq description Construction of Ranammadevi Samudaya Bhavan at Nagavi Village in Gadag Tq category WORKS categoryText Works ecv 423615.36 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 500000.0 groupOverheadTotal 0.0 fileNumber kpwd4059202324
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706963155000 0 None None Buildings Construction of Ranammadevi Samudaya Bhavan at Nagavi Village in Gadag Tq 423615.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2424524 72761 None Vol No2 pg no187 I No 1.93 Demolishing R.C.C. work manually by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerincharge. Cum 2426.0 2426.0 0.66 False None None False None False 1601.16 0 2424525 72761 None Vol No2 pg no187I No 1.95 Extra for cutting reinforcement bars manually by mechanical means inR.C.C. or R.B. work (Payment shall be made on the cross sectional area ofR.C.C. or R.B. work) as per direction of Engineerincharge. Cum 727.0 727.0 0.66 False None None False None False 479.82 0 2424526 72761 None Vol No1 pg no08I 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 102.0 102.0 35.17 False None None False None False 3587.34 0 2424527 72761 None Vol No2 pg no05I No 4.1 Providing and injecting chemical emulsion for Preconstructional AntiTermite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basementexcavation, topsurface of the plinth filling, junction of wall and floor, along the externalperimeter of building, expansion joints, over the top surface of consolidatedearth on which apron is to be laid, surrounding of pipes andconduitswithChlorpyriphos 20Perccent E.C. Lindane 20Perccent E.C. @ 3.19 lm2 including cost ofchemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as perspecifications. Sqm 118.0 118.0 15.6 False None None False None False 1840.8 0 2424528 72761 None Vol No1 pg no11I No 1.23 Providing and Filling in foundation with granite trap broken metal 100mm. anddown size & with approved sand including hand packing, ramming, watering,including cost of all materials and labour with all lead and lift complete as perspecifications. Cum 2682.0 2682.0 3.38 False None None False None False 9065.16 0 2424529 72761 None Vol No1 pg no15I No 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5989.0 5989.0 3.82 False None None False None False 22877.98 0 2424530 72761 None Vol No1 pg no15I No 2.2.3 Providing and laying in position cement concrete for all Foundation works. The granitetrapbasalt 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 25 mm nominal size graded crushed coarse aggregates Cum 6336.0 6336.0 3.46 False None None False None False 21922.56 0 2424531 72761 None Vol1 pg No111 Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per AppendixI in Volume1 of page No.111 (@8Perccent of Finished Rate) Cum 506.88 506.88 3.46 False None None False None False 1753.8048 0 2424532 72761 None Vol No1 pg no16I No 232 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granitetrapbasalt 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6480.0 6480.0 0.56 False None None False None False 3628.8 0 2424533 72761 None Vol1 pg No111 Additional for formwork, Centering & Scaffolding for Sl No 8: Columns & Piers As per AppendixI in Volume1 of page No.111 (@70Perccent of Finished Rate) Cum 4536.0 4536.0 0.56 False None None False None False 2540.16 0 2424534 72761 None Vol No1 pg no7I No 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 206.0 206.0 23.96 False None None False None False 4935.76 0 2424535 72761 None Vol No1 pg no7I No 1.8 Construction of Embankment by excavating the available approved GravelMurrum 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. If the height of embankment construction is more than 1.50 m add 5Perccent per cum for every 1.50 m height or part there off Cum 474.0 474.0 11.7 False None None False None False 5545.8 0 2424536 72761 None Vol No1 pg no15I No2.1.4 Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete thework as per technical specificationsMix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates Cum 6243.0 6243.0 0.67 False None None False None False 4182.81 0 2424537 72761 None Vol No2 pg no9I No 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5611.0 5611.0 5.9 False None None False None False 33104.9 0 2424538 72761 None Vol No1 pg no16I No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 6.74 False None None False None False 46121.82 0 2424539 72761 None Vol1 pg No111 Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per AppendixI in Volume1 of page No.111 (@70Perccent of Finished Rate) Cum 4790.09 4790.09 1.14 False None None False None False 5460.7026 0 2424540 72761 None Vol1 pg No111 Additional for formwork, Centering & Scaffolding for Sl No 12 : Plinth beam As per AppendixI in Volume1 of page No.111 (@50Perccent of Finished Rate) Cum 3421.5 3421.5 0.81 False None None False None False 2771.415 0 2424541 72761 None Vol1 pg No112 Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels As per AppendixI in Volume1 of page No.112 (@60Perccent of Finished Rate) Cum 4105.8 4105.8 0.81 False None None False None False 3325.698 0 2424542 72761 None Vol1 pg No112 Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof straight As per AppendixI in Volume1 of page No.112 (@50Perccent of Finished Rate) Cum 3421.5 3421.5 3.98 False None None False None False 13617.57 0 2424543 72761 None Vol No1 pg no18 I No 2.11 a Providing ThermoMechanically Treated bars of grade Fe550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) MT 89457.0 89457.0 0.81 False None None False None False 72460.17 0 2424544 72761 None Vol No2 pg no14 I No 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 7969.0 7969.0 3.11 False None None False None False 24783.59 0 2424545 72761 None Vol No2 pg no41 I No 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineerincharge. Sqm 295.0 295.0 30.9 False None None False None False 9115.5 0 2424546 72761 None Vol No2 pg no45 I No8.27 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge. Sqm 53.0 53.0 68.43 False None None False None False 3626.79 0 2424547 72761 None Vol No2 pg no45 I No8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge. Sqm 89.0 89.0 68.43 False None None False None False 6090.27 0 2424548 72761 None Vol No2 pg no63 I No 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rub bing, curing and polishing etc. all complete as specified and as directed by the EngineerinCharge :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 2466.0 2466.0 23.85 False None None False None False 58814.1 0 2424549 72761 None Vol No 2 pg no82 11.16.1 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the EngineerinCharge. Kg 136.0 136.0 443.83 False None None False None False 60360.88 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706963156000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706963156000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706963156000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1706963156000 0 None None ELIGIBILITY Department Registration Details None 1706963156000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1706963156000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1706963156000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1706963156000 0 None None ELIGIBILITY Banker Details None 1706963215000 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 kppp on or before the last date and time of bid submission. None 1706963232000 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 kppp portal due to internet connectivity issues and technical glitches at bidders end. None 1706963249000 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 1706963264000 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 1706963296000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per bid attached to this tender None 1706966052000 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 1706966084000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintainance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Deparment on account of inclusive of all such arrangements/ precautions work needed. None 1706966094000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalised. None 1706966107000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards labour welfare fund. None 1706966118000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1706966130000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons. None 1706966147000 0 None None ELIGIBILITY As per tender clause No. 24.1 if the Contract amount is below the amount put to tender(unbalanced Tender), the contractor should remit the difference amount at the time of executing the agreement. None 1706966159000 0 None None ELIGIBILITY The construction materials (minerals metal,sand and murrum) shall be bought from the authorised quarries along with the mineral despatch permit or else 5 times the royalty will be deducted as penalty as per the Directions of the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1706966171000 0 None None ELIGIBILITY Bid capacity of Bidders on Letter Head duly signed None 1706966185000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials and other taxes including GST.(Please note : GST will BE PAID separately for this tender) None 1706966198000 0 None None ELIGIBILITY AS per GO FD 876 Exp-12/2017, Blore dated 10/10/2017 The Clause 9.1 (EMD) ,3.1(Bid Capacity) ,24.1(FSD) of KW 1 are modified None 1706966207000 0 None None ELIGIBILITY Tender period for work completion 6 Months None 1706966248000 0 None None ELIGIBILITY 3.2(b)Mandating satisfactorily completed, as prime contractor, at least one similar nature of work (Construction of new building) of value not less than Rs 2.12 Lakhs None 1706966284000 0 None None ELIGIBILITY 3.2To qualify for award of this contract,each Tenderer in its name should have in the last five years i.e From 2017-18 to 2021-22(a)achieved in at least two financial years an average annual financial turnover (in all classes of civil engineering construction works only) of Rs 4.23 lakhs None 1706966428000 0 None None ELIGIBILITY EMD of Rs10600.00 should be paid in Single Payment None 1706966659000 0 None None ELIGIBILITY Contractors registrared under Class I and II may tender for works anywhere in the state, Contractors registered under Class III may tender for works within the districts of te Public Works Department circles where I they registered. Contractors registered under Class IV may tender for works within the district or within the division whichever is applicable. None 1707118415000 0 None None ELIGIBILITY The tenderer should maintain the building One year after complition of the work None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate from CA with UDIN complesory False Technical Bid Contractor Registration Certificate True Technical Bid Similar Nature of workdone certificate False Technical Bid Adress proof Adhaar/Pacard True Technical Bid Personal Adress proof Adhaar/Pancard True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Gadag Gadag Dharwad South GADAG gadag None None None None None None
tenderAddress	None
tenderRecallDTO	None