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taxTypeINCLUSIVE_TAX
tenderFee2460.00
emd167000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose10-09-2024 16:00:00
tenderQueryClose09-09-2024 17:00:00
technicalBidOpen11-09-2024 16:30:00
publishedDate31-08-2024 12:57:52
publishedByPostDMA_EE2_CC_VJP
publishedByUserKPE12112 - VIDYADHAR NYAMAGOND
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mobileNumber9980525048
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createdTs1725087088013
version4
createdDateNone
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tenderNumberDMA/2024-25/OW/WORK_INDENT27014
titleCONSTRUCTION OF BOX CULVERT & OTHER IMPROVEMENT WORKS NEAR FORT WALL NEAR GOVERNMENT AYUSH HOSPITAL IN VIJAYAPUR CITY.
descriptionCONSTRUCTION OF BOX CULVERT & OTHER IMPROVEMENT WORKS NEAR FORT WALL NEAR GOVERNMENT AYUSH HOSPITAL IN VIJAYAPUR CITY.
categoryWORKS
categoryTextWorks
ecv9832784.63
deptNameDirectorate of Municipal Administration
statusPUBLISHED
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locationNameDMA City Corporation Vijayapura
provisionalAmount10000000.0
groupOverheadTotal1499916.3
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tenderSubEstimateList
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17250870880000NoneNoneOther WorksCONSTRUCTION OF BOX CULVERT & OTHER IMPROVEMENT WORKS NEAR FORT WALL NEAR GOVERNMENT AYUSH HOSPITAL IN VIJAYAPUR CITY.8332868.33
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3892208149678NoneVol 03 page no 10 item code 2.8 (ii) bDismantling 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. i)By Mechanical Means Prestressed / RCC grade M-20 & aboveCum1163.41163.488.8825FalseNoneNoneFalseNoneFalse103405.90050
3892209149678NoneVol 03 Page no 10 item code 2.11 II ADismantling 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. . B Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical meansCum189.0189.066.78FalseNoneNoneFalseNoneFalse12621.420
3892210149678NoneVol 03 page no 09 item code 2.5 (ii) AClearing 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. In area of light jungleSqm4.134.131960.0FalseNoneNoneFalseNoneFalse8094.80
3892211149678NoneVol 01 page no 09 item code 1.16.1Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work 3) Cost of De-watering upto 5 % may be added, where required assessment for dewatering shall be made as per site conditionCum610.78610.78408.14FalseNoneNoneFalseNoneFalse249283.74920
3892212149678NoneVol 01 page no 08 item code 1.14.1Earth 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 (Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition)Cum112.45112.453045.0FalseNoneNoneFalseNoneFalse342410.250
3892213149678NoneVol 03 page no 17 item code 3.6Construction 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. 300-2Cum517.65517.65192.0FalseNoneNoneFalseNoneFalse99388.80
3892214149678NoneVol 01 page no 15 item code 2.1.3Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregatesCum6288.456288.4534.4388FalseNoneNoneFalseNoneFalse216566.671860
3892215149678NoneVol 01 page no 15 item code 2.2.3Providing and laying in position Cement Concrete for all Foundation works. The granite /trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Scaffolding Foundation 8%Cum7159.687159.6883.9285FalseNoneNoneFalseNoneFalse600901.202880
3892216149678NoneVol 01 page no 15 item code 2.2.3Providing and laying in position Cement Concrete for all Foundation works. The granite /trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Scaffolding Walls 35%Cum8870.48870.4106.425FalseNoneNoneFalseNoneFalse944032.320
3892217149678NoneVol 01 page no 15 item code 2.2.3Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Scaffolding slab 50%Cum9820.89820.850.625FalseNoneNoneFalseNoneFalse497178.00
3892218149678NoneVol 1 Item code 2.11 C page no 18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Sub structure of BridgesTonne90754.6590754.6517.34FalseNoneNoneFalseNoneFalse1573685.6310
3892219149678NoneVol 1 item code 2.11 D page no 18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Super structure of BridgesTonne90990.990990.95.57FalseNoneNoneFalseNoneFalse506819.3130
3892220149678NoneVol 03 page no 121 item code 13.8PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationCum7151.557151.5511.25FalseNoneNoneFalseNoneFalse80454.93750
3892221149678NoneVol 3 page no 122 item code 13.9Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)Cum12426.7512426.7512.0FalseNoneNoneFalseNoneFalse149121.00
3892222149678NoneVol 3 page no 121 item code 13.2Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.Cum14669.5514669.5514.0625FalseNoneNoneFalseNoneFalse206290.5468750
3892223149678NoneVol 3 item code 12.4 710.1.4.ofIRC: p no 117Providing 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.Cum2810.852810.8558.8FalseNoneNoneFalseNoneFalse165277.980
3892224149678NoneVol 3 Page no 117 item code 12.1 2706 & 2200Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawingand Technical SpecificationsNos144.9144.944.0FalseNoneNoneFalseNoneFalse6375.60
3892225149678NoneVol 3 page no 121 item code 13.7Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationNos3434.553434.5512.0FalseNoneNoneFalseNoneFalse41214.60
3892226149678NoneVol 3 page no 84 item code 13.14Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.Sqm88.288.2115.56FalseNoneNoneFalseNoneFalse10192.3920
3892227149678NoneVol 4 page no 54 item code 3.44.1Providing and constructing dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing and all other ancillary operations complete.300mm thickSqm407.4407.42610.0FalseNoneNoneFalseNoneFalse1063314.00
3892228149678NoneVol 05 Page no 188 item code 16.3.7Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 600 mm dia.Mtr3297.03297.030.0FalseNoneNoneFalseNoneFalse98910.00
3892229149678NoneVol 05 page no 193 item code 16.15.14Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. Constructing Brick Masonry Circular MachineholeNos154435.05154435.052.0FalseNoneNoneFalseNoneFalse308870.10
3892230149678NoneVol 02 Page no 96 Item Code 11.62Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete.Nos1139.251139.25100.0FalseNoneNoneFalseNoneFalse113925.00
3892231149678NoneVol 02 Page no 95 item code 11.56Fencing with G.I. barbed wire R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire usedMtr12.612.61500.0FalseNoneNoneFalseNoneFalse18900.00
3892232149678NoneVol 5 Page no 95 item code 9.1.9Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,200mm diaMtr1510.951510.9560.0FalseNoneNoneFalseNoneFalse90657.00
3892233149678NoneVol 3 Page no 96 item code 11.60Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Sqm937.65937.6522.5FalseNoneNoneFalseNoneFalse21097.1250
3892234149678NoneVol 04 Page no 50 item code WRD 3.20Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile and all other ancillary operations complete.Cum761.25761.251056.0FalseNoneNoneFalseNoneFalse803880.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17250870960000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17250870960000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17250870960000NoneNoneELIGIBILITYBidders 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
17250870960000NoneNoneELIGIBILITYIt 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
17250870960000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17250871220000NoneNoneELIGIBILITYConditions as per tender documentNone
17250871300000NoneNoneELIGIBILITYGST will be paid separatelyNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneSatisfactorily completed, as prime contractor, at least one similar Nature of work of value not less than Rs. 42.00 Lakhs as prime contractor (last five years i.e., 2019-20 to 2023-24) Along with Work Indent Number.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year, the following minimum quantities of work 1) Earth Work Excavation : 2765.00 Cum, 2) RCC/PCC: 221.00 Cum., 3) TMT Steel work: 18.50 Tonne.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneValid KPWD License Registration.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneAvailability by owning at least 50 percentage of the required key and critical equipment for this work and the remaining 50 percentage can be deployed on lease /hire basis for all works provided, the relevant documents (Applicants shall indicate the make, year of manufacture, capacity and working conditions of each of the equipments along with RC issued by R.T.O. for all applicable vehicles/Sale deed/purchase invoice, hire/lease agreements) shall be furnished. Hydraulic Excavators- 1 No. (Own)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Equipments
NoneNoneNoneNoneAchieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 167.00 Lakhs (last five years i.e., 2019-20 to 2023-24) Along with UDIN Registration Number.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and/or availability of credit facilities of no less than Rs. 25.00 Lakhs (Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Valid KPWD Contractor License Registration.TrueTechnical Bid
Achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs. 167.00 Lakhs.TrueTechnical Bid
Satisfactorily completed, as prime contractor, at least one similar Nature of work of value not less than Rs. 42.00 Lakhs as prime contractorTrueTechnical Bid
Executed in any one year, the following minimum quantities of work. 1 Earth Work Excavation 2765.00 Cum, 2. RCC/PCC 221.00 Cum. and 3. TMT Steel work 18.50 Tonne.TrueTechnical Bid
Liquid assets and/or availability of credit facilities of no less than Rs. 25.00 Lakhs Credit lines/letter of credit/certificates from the banks for meeting the fund requirement etc.TrueTechnical Bid
Work in HandTrueTechnical Bid
Required key and critical equipment for this work Hydraulic Excavators- 1 No. ownTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone