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tenderFee500.00
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tenderReceiptClose19-08-2024 17:00:00
tenderQueryClose19-08-2024 16:30:00
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publishedDate03-08-2024 12:21:31
publishedByPostTMC_CO_SED
publishedByUserKPE20600 - SHARANAYYA
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tenderNumberDMA/2024-25/OW/WORK_INDENT21530
titleConstruction of CC Pavement Behind GPS No 2 Vidhya Nagar at ward no 12 in sedam town 2. Construction of RCC Drain from John Electrician house to Sriram Nilaya at ward no 13 in sedam town 3. Laying of HDPE Pipe line and Construction of RCC Drain at KEB Colony Ward No 14 in Sedam town
descriptionConstruction of CC Pavement Behind GPS No 2 Vidhya Nagar at ward no 12 in sedam town 2. Construction of RCC Drain from John Electrician house to Sriram Nilaya at ward no 13 in sedam town 3. Laying of HDPE Pipe line and Construction of RCC Drain at KEB Colony Ward No 14 in Sedam town
categoryWORKS
categoryTextWorks
ecv1148758.29
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2310
locationNameDMA Town Municipal Council Sedam
provisionalAmount1374000.0
groupOverheadTotalNone
fileNumberTMC/SEDAM/15THFC/2024-25/P-1
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17214548920000NoneNoneOther Works1 Construction of CC Pavement Behind GPS No 2 Vidhya Nagar at ward no 12 in sedam town396644.18
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3561053128999Nonecode01Earth 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. PWD SR 2023-24 Volume-I Page.No-08 Item No 1.12Cum99.7599.75115.425FalseNoneNoneFalseNoneFalse11513.643750
3561054128999Nonecode02Removal of Unserviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work - PWD SR 2023-24 Volume III Pg. No.17 It. No. 3.1Cum89.2589.2538.4749FalseNoneNoneFalseNoneFalse3433.8848250
3561055128999Nonecode03Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. - PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.7Cum110.25110.2525.65FalseNoneNoneFalseNoneFalse2827.91250
3561056128999Nonecode04Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6Cum517.65517.6550.445FalseNoneNoneFalseNoneFalse26112.854250
3561057128999Nonecode05Construction 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 specifications clause (Grading II Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V)Cum2476.952476.9519.95FalseNoneNoneFalseNoneFalse49415.15250
3561058128999Nonecode06Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. - PWD SR 2023-24 Pg. No. 49 Volume-III It. No. 6.1Cum5166.05166.019.95FalseNoneNoneFalseNoneFalse103061.70
3561059128999Nonecode07Providing and constructing un-reinforced 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 IS:383:2016, 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 14-days, 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 Engineer-in-charge of the work.PWD SR 2023-24 Volume - III Pg. No.51 It. No. 16.27Cum6692.76692.729.925FalseNoneNoneFalseNoneFalse200279.04750
17214548920000NoneNoneOther Works2 Construction of RCC Drain from John Electrician house to Sriram Nilaya at ward no 13 in sedam town376348.9
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3561060129000Nonecode01Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cos PWD SR 2023-24 Volume-I Page.No- 06 Item No 1.5.1Cum313.95313.9563.999FalseNoneNoneFalseNoneFalse20092.486050
3561061129000Nonecode02Removal of unserviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work - PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.1Cum89.2589.2564.0FalseNoneNoneFalseNoneFalse5712.00
3561062129000Nonecode03Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume-I Pg. No. 15 It. No. 2.1.3Cum6288.456288.458.0FalseNoneNoneFalseNoneFalse50307.60
3561063129000Nonecode04Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume-I Pg. No. 16 Item No 2.4.2Cum6639.156639.1525.5965FalseNoneNoneFalseNoneFalse169939.0029750
3561064129000Nonecode05Addendum-I Percentage Additionalities for Formwork,Centering & Scaffolding Form Works as per recommendations of Technical working group rates for form work shall be added on percentage basis to the finished concrete item rate for drain from works consider Cement Concrete Drain Walls 35% - PWD SR 2023-24 Volume-I Pg. NO. 111 Sl. No. 4Cum2323.72323.718.395FalseNoneNoneFalseNoneFalse42744.46150
3561065129000Nonecode06Supplying, 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 PWD CSR 2023-24 Volume-I Pg. No.18 It.No. 2.11 (h)Tonne77398.6577398.651.1312FalseNoneNoneFalseNoneFalse87553.352880
17214548920000NoneNoneOther Works3 Laying of HDPE Pipe line and Construction of RCC Drain at KEB Colony Ward No 14 in Sedam town375765.21
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3561066129001Nonecode01Dismantling 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 By Manual Means Cement Concrete Grade M-15 & M-20 - PWD SR 2023-24 Volume-III Pg. No. 10 It. No. 2.7 (i) bCum979.65979.6518.9FalseNoneNoneFalseNoneFalse18515.3850
3561067129001Nonecode02Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m PWD SR 2023-24 Volume-I Pg. N0. 06 Item No 1.6.1Cum508.2508.282.8FalseNoneNoneFalseNoneFalse42078.960
3561068129001Nonecode03Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest amendments 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 frm the excavation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle tee, stub ends, glanged sets, bends, reducers etc coplete (Contractor will make his own arrangements for procuring water for testing etc) - HDPE Grade PE80-PN10,63mm dia - WATER BOARD AND UGD SR Vol-V 2023-24 Pg. No. 95 It. No. 9.1.1Mtr198.45198.45460.0FalseNoneNoneFalseNoneFalse91287.00
3561069129001Nonecode04Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications PWD SR 2023-24 Volume-I Page.No- 07 Item No 1.10Cum168.0168.082.8FalseNoneNoneFalseNoneFalse13910.40
3561070129001Nonecode05Providing, Laying and fixing GI pipes conforming to IS 1239: 1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cutsand threads wherever necessary, including testing for water tightness, wthall lead and commissioning (contractor will make his own arrangements for procuring water for testing) for Heavy Duty GI Pipe of 20mm dia - WATERBOARD AND UGD CSR 2023-24 Pg. No. 127 It. No. 11.3.2Mtr276.15276.1522.0FalseNoneNoneFalseNoneFalse6075.30
3561071129001Nonecode06Providing wrought mild steel (galvanized) 20mm dia GI Bend confirming to IS 1239-II, 1991 with latest amendments if any - WATERBOARD AND UGD CSR 2023-24 Pg. No. 130 It. No. 11.8.2Nos128.1128.115.0FalseNoneNoneFalseNoneFalse1921.50
3561072129001Nonecode07Providing wrought mild steel (galvanized) 20mm dia GI Tee confirming to IS 1239-II, 1991 with latest amendments if any - WATERBOARD AND UGD CSR 2023-24 Pg. No. 130 It. No. 11.9.2Nos112.35112.3515.0FalseNoneNoneFalseNoneFalse1685.250
3561073129001Nonecode08Providing wrought mild steel (galvanized) 20mm dia GI Collar confirming to IS 1239-II, 1991 with latest amendments if any - WATERBOARD AND UGD CSR 2023-24 Pg. No. 129 It. No. 11.6.2Nos103.95103.9515.0FalseNoneNoneFalseNoneFalse1559.250
3561074129001Nonecode09KSRB 13-6.2: Providing and fixing in position brass stop cock of approved quality nominal bore including cost of all materials labour and HOM with all leads complete as per specifications - 20mm dia nominal bore - PWD SR 2018-2019 It. No. 13.27 Pg. No. 93Nos148.05148.0515.0FalseNoneNoneFalseNoneFalse2220.750
3561075129001Nonecode10Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24 Volume-I Page No- 15 Item No 2.1.6Cum6555.156555.159.45FalseNoneNoneFalseNoneFalse61946.16750
3561076129001Nonecode11Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications PWD SR 2023-24 Volume-I Page.No- 07 Item No 1.10Cum168.0168.082.79FalseNoneNoneFalseNoneFalse13908.720
3561077129001Nonecode12Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cos PWD SR 2023-24 Volume-I Page.No- 06 Item No 1.5.1Cum313.95313.9520.25FalseNoneNoneFalseNoneFalse6357.48750
3561078129001Nonecode13Removal of unserviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work - PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.1Cum89.2589.2520.25FalseNoneNoneFalseNoneFalse1807.31250
3561079129001Nonecode14Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume-I Pg. No. 15 It. No. 2.1.3Cum6288.456288.452.7FalseNoneNoneFalseNoneFalse16978.8150
3561080129001Nonecode15Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume-I Pg. No. 16 Item No 2.4.2Cum6639.156639.158.1FalseNoneNoneFalseNoneFalse53777.1150
3561081129001Nonecode16Addendum I - Percentage Additionalities for Formwork,Centering & Scaffolding Form Works as per recommendations of Technical working group rates for form work shall be added on percentage basis to the finished concrete item rate for drain from works consider Cement Concrete Drain Walls 35% - PWD SR 2023-24 Volume-I Pg. NO. 111 Sl. No. 4Cum2323.72323.75.85FalseNoneNoneFalseNoneFalse13593.6450
3561082129001Nonecode17Supplying, 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 PWD CSR 2023-24 Volume-I Pg. No.18 It.No. 2.11 (h)Tonne77398.6577398.650.3636FalseNoneNoneFalseNoneFalse28142.149140
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17214548930000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17214548930000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17214548930000NoneNoneELIGIBILITYBidders 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
17214548930000NoneNoneELIGIBILITYIt 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
17214548930000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17214548930000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17214548930000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17214548930000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17214548930000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17214548930000NoneNoneELIGIBILITYBanker DetailsNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Eligible PWD Registered Contractor CertificateTrueTechnical Bid
Similar nature of Any work Work done certificate achieved at least 25 Percent of Estimated cost Rs. 3.43 lakhs and it should be certified by the not less than the rank of executive engineer within the period of year 2019-20 to 2023-24TrueTechnical Bid
Last Three Years IT Returns CertificateTrueTechnical Bid
Last Five Years Annual Turnover Certificate Achieved in At least Two financial years an average annual turnover for the amount estimate cost Rs. 13.74 lakhsTrueTechnical Bid
GST Registration certificate and Pan cardTrueTechnical Bid
The contractor should submit only the prescribed documents related to the tender conditions only Bidder should not upload unwanted documents such cases will not be consideredTrueTechnical Bid
Reserved for ST Category CertificateTrueTechnical Bid
tenderWorkLocationList
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Other WorksKalaburagiSedamGulbargaSEDAMSedam TownNoneNoneNoneNoneNoneNone
Other WorksKalaburagiSedamGulbargaSEDAMSedam TownNoneNoneNoneNoneNoneNone
Other WorksKalaburagiSedamGulbargaSEDAMSedam TownNoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone