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tenderReceiptClose28-08-2024 17:30:00
tenderQueryClose20-08-2024 17:30:00
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publishedDate16-08-2024 15:37:38
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tenderNumberDMA/2024-25/RD/WORK_INDENT22978
titlePACKAGE 24 1. CONSTRUCTION OF CC ROAD BEHIND MARWADI GANESH TEMPLE IN WARD NO 27 BALLARI CITY .2.Providing and laying Interlocking pavers in basha house to shafi house in ward no 28 Ballari city.3.Improvement of cc road from jawahar school to ranga hotel in ward no 28 Ballari city.(OTHERS)
descriptionPACKAGE 24 1. CONSTRUCTION OF CC ROAD BEHIND MARWADI GANESH TEMPLE IN WARD NO 27 BALLARI CITY .2.Providing and laying Interlocking pavers in basha house to shafi house in ward no 28 Ballari city.3.Improvement of cc road from jawahar school to ranga hotel in ward no 28 Ballari city.(OTHERS)
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locationNameDMA City Corporation Ballari
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groupOverheadTotal444634.96
fileNumberCCB/ENGG/15THFIN/2024-25/ROADS/P-24
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17235474800000NoneNoneRoads15TH FINANCE2024-25 PACKAGE 241. CONSTRUCTION OF CC ROAD BEHIND MARWADI GANESH TEMPLE IN WARD NO 27 BALLARI CITY .2.Providing and laying Interlocking pavers in basha house to shafi house in ward no 28 Ballari city.3.Improvement of cc road from jawahar school to ranga hotel in ward no 28 Ballari city.(OTHERS)839546.66
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3769845141971Nonecode01Dismantling of cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Cutting cement concrete surface by Machine cutting to demarcate the trench width of the surface. Vol 3 Item Code 2.19 Pg No.12.Cum591.15591.1587.75FalseNoneNoneFalseNoneFalse51873.41250
3769846141971Nonecode02Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails boning rods at every 100 mm whevere necessary as directed removal of stumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc. and all other appurtenances complete in the following strata. Pg no.10 IT no. 1.17.2 CSR 202324.Cum275.1275.1117.0FalseNoneNoneFalseNoneFalse32186.70
3769847141971Nonecode03Construction of Subgrade Construction of subgrade 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. 3002 RB SR 202324 It.No.3.6 Vol 3 P.No. 17Cum517.65517.6592.625FalseNoneNoneFalseNoneFalse47947.331250
3769848141971Nonecode04Construction of Dry lean cement concrete subbase over a prepared sub grade with coarse and fine aggregates confirmingto IS 3832016 the size of coarse aggregates not exceeding 25mm replacing cement by fly ash to the extent of 20 percent aggregatecement ratio not to exceed 121 aggregates gradation after blending to be as per table 6001 cement cementitious content not to be less than 140 kgm3 optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site laid with a paver with electronic sensor compacting with 810 t vibratory roller finishing and curing.Cum4971.754971.7543.875FalseNoneNoneFalseNoneFalse218135.531250
3769849141971Nonecode05Providing and constructing unreinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M20 Grade coarse and fine aggregates conforming to IS383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineerincharge of the work.Cum6692.76692.773.125FalseNoneNoneFalseNoneFalse489403.68750
17235474800000NoneNoneRoads15TH FINANCE2024-25 PACKAGE 241. CONSTRUCTION OF CC ROAD BEHIND MARWADI GANESH TEMPLE IN WARD NO 27 BALLARI CITY .2.Providing and laying Interlocking pavers in basha house to shafi house in ward no 28 Ballari city.3.Improvement of cc road from jawahar school to ranga hotel in ward no 28 Ballari city.(OTHERS)505139.42
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3769850141972Nonecode01Earth work excavation by manual means for drainscanals waste weir draft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off 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 tools other appurtenaces required to complete the work.Common SR 202324 It.No. 1.4.1 P.No. 5Cum254.1254.156.9FalseNoneNoneFalseNoneFalse14458.290
3769851141972Nonecode02Construction of Subgrade Construction of subgrade 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. 3002 PWD DSR 202324 VolumeIII Page No.17 Item No.3.6Cum517.65517.6542.68FalseNoneNoneFalseNoneFalse22093.3020
3769852141972Nonecode03Providing 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 pavergrader in subbase base course on well prepared surface and compacting with vibratory roller to achieve the desired density V03 RB SR 202324 It.No.4.17 P.No. 26Cum2686.952686.9542.68FalseNoneNoneFalseNoneFalse114679.0260
3769853141972Nonecode04Providing and laying heavy duty cobble stones 60mm thick interlock pavers using cement and course sand for manufacture of blocks of approved size shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed average thickness and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints final compaction of paver surface joints into its final level including cost of materials labour and Usage charges of machinery complete as per specifications.IRC SP 63 2018 PWD DSR 202324 Vol3 Item No. 6.8.1 page no 51Sqm1121.41121.4285.0FalseNoneNoneFalseNoneFalse319599.00
3769854141972Nonecode05Repairs to Machinehole for different depths including removal of debris levelling the brick masonry construction of brick masonry upto Ground level providing CC coping alround the MH cover plastering both inside and outside to the brick masonry and fixing of manhole frame and cover curing refilling with appurtenances complete.It no 16.28 p no 198 SR 202324 V5 16.28.1 Upto 0.30m depthEach8577.458577.454.0FalseNoneNoneFalseNoneFalse34309.80
17235474800000NoneNoneRoads15TH FINANCE2024-25 PACKAGE 241. CONSTRUCTION OF CC ROAD BEHIND MARWADI GANESH TEMPLE IN WARD NO 27 BALLARI CITY .2.Providing and laying Interlocking pavers in basha house to shafi house in ward no 28 Ballari city.3.Improvement of cc road from jawahar school to ranga hotel in ward no 28 Ballari city.(OTHERS)1010674.55
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3769855141973Nonecode01Earth work in surface excavation by mechanical means for lowering leveling the ground for all works other than foundation in all kinds of soils upto depth not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery other appurtenances required to complete the work.1.12 v1 sr 202324Cum99.7599.7539.375FalseNoneNoneFalseNoneFalse3927.656250
3769856141973Nonecode02Earth work excavation by manual means for drainscanals waste weir draft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off 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 tools other appurtenaces required to complete the work.Common SR 202324 It.No. 1.4.1 P.No. 5Cum254.1254.160.0FalseNoneNoneFalseNoneFalse15246.00
3769857141973Nonecode03Construction of Subgrade Construction of subgrade 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. 3002 PWD DSR 202324 VolumeIII Page No.17 Item No.3.6Cum517.65517.6566.25FalseNoneNoneFalseNoneFalse34294.31250
3769858141973Nonecode04Providing 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 pavergrader in subbase base course on well prepared surface and compacting with vibratory roller to achieve the desired density V03 RB SR 202324 It.No.4.17 P.No. 26Cum2686.952686.9549.6875FalseNoneNoneFalseNoneFalse133507.8281250
3769859141973Nonecode05Providing and constructing unreinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M20 Grade coarse and fine aggregates conforming to IS3832016 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and platem3 6374.00 vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineerincharge of the work.Vol03 SR 202324 It.No.16.27 P.No.148Cum6692.76692.7112.0FalseNoneNoneFalseNoneFalse749582.40
3769860141973Nonecode06Repairs to Machinehole for different depths including removal of debris levelling the brick masonry construction of brick masonry upto Ground level providing CC coping alround the MH cover plastering both inside and outside to the brick masonry and fixing of manhole frame and cover curing refilling with appurtenances complete.It no 16.28 p no 198 SR 202324 V5 16.28.1 Upto 0.30m depthEach8577.458577.456.0FalseNoneNoneFalseNoneFalse51464.70
3769861141973Nonecode07Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc PVC pipes 110mm dia. 6 kgsqcm class 3Rmtr431.55431.5545.0FalseNoneNoneFalseNoneFalse19419.750
3769862141973Nonecode08Supplying of special moulded variety PVC couplers as per IS 7834 1987 and fabricated as per IG124 1984 with ISI mark and with its latest amendments to walk site etc. 10.8 p no 116 10.8.8 110mm dia PVC couplersEach179.55179.5518.0FalseNoneNoneFalseNoneFalse3231.90
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17235474810000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17235474810000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17235474810000NoneNoneELIGIBILITYBidders 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
17235474810000NoneNoneELIGIBILITYIt 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
17235474810000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
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NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneMandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50percent of the cost of the work, for all works costing up to and Rs.100 lakh. Rs.14.00 LakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
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NoneNoneNoneNoneKPWD contractor registration certificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
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NoneNoneNoneNoneAchieved in at least Two financial years an average annual financial turnover of Rs.28.00 Lakhs. Certified turnover certificate issued by the Chartered accountant with UDIN NumberFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneThe contractor should have liquid assets and or availability of credit facilities of not less than Rs.8.40lakhs Unconditional Credit line or Letter of credit or Certificates from Banks for meeting the fund requirement etc.Financial StatusNone
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