createdTs	None
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noticeInvitingTenderDTO	createdTs 1724681741611 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1080.00 emd 73000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 10-09-2024 16:30:00 tenderQueryClose 31-08-2024 11:00:00 technicalBidOpen 11-09-2024 16:35:00 publishedDate 27-08-2024 08:22:39 publishedByPost DMA_EE1_CC_TUM publishedByUser KPE13729 - VINAY KUMAR B G bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson HARISH splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection True isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9449872599 tenderSupplierList None
tenderSchedule	createdTs 1724681741657 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT27722 title Improvements of road at 1st and 2nd cross of Govindayanapalya Anthrasanahalli at ward no 2, Development of road and drain at Aralimaradapalya Bhagavathi layout and Naganannapalya 5th & 6th cross at ward no 3 and Construction of CC road and CC drain at ward no 4 near Vaade shivanna and maruthi circle under TCC limits, description Improvements of road at 1st and 2nd cross of Govindayanapalya Anthrasanahalli at ward no 2, Development of road and drain at Aralimaradapalya Bhagavathi layout and Naganannapalya 5th & 6th cross at ward no 3 and Construction of CC road and CC drain at ward no 4 near Vaade shivanna and maruthi circle under TCC limits category WORKS categoryText Works ecv 4300000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2167 locationName DMA City Corporation Tumakuru provisionalAmount 4300000.0 groupOverheadTotal 686569.65 fileNumber TCC/TS/15thfin/2024-25/08/01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724681742000 1 None None Roads Improvements of road at 1st and 2nd cross of Govindayanapalya Anthrasanahalli at ward no 2 under TCC limits, 1430295.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3859857 147693 None code01 Loosening, 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.Compacting original ground supporting embankment. Cum 110.25 110.25 135.13 False None None False None False 14898.0825 0 3859858 147693 None code02 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 2686.95 2686.95 89.5 False None None False None False 240482.025 0 3859859 147693 None code03 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 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 aggregates Cum 6288.45 6288.45 46.0 False None None False None False 289268.7 0 3859860 147693 None code04 Providing 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 M30 (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. Cum 7091.7 7091.7 46.0 False None None False None False 326218.2 0 3859861 147693 None code05 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 43.05 43.05 620.0 False None None False None False 26691.0 0 3859862 147693 None code06 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 @ 3.3% 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 7835.1 7835.1 31.0 False None None False None False 242888.1 0 3859863 147693 None code07 Tack coat on Cement Concrete pavement Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on Cement Concrete pavement. Sqm 17.85 17.85 620.0 False None None False None False 11067.0 0 3859864 147693 None code08 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 9217.95 9217.95 15.5 False None None False None False 142878.225 0 3859865 147693 None code09 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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.In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 7.2 False None None False None False 1829.52 0 3859866 147693 None code10 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 0.9 False None None False None False 5352.48 0 3859867 147693 None code11 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6639.15 6639.15 2.52 False None None False None False 16730.658 0 3859868 147693 None code12 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 35% of item concrete rate for drain walls (rate=5968*35%) Sqm 2213.05 2213.05 1.89 False None None False None False 4182.6645 0 3859869 147693 None code13 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 5% of item concrete rate for drain bed (rate=5968*5%) Sqm 316.15 316.15 0.63 False None None False None False 199.1745 0 3859870 147693 None code14 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,b)Foundations of Bridges Tonne 75268.2 75268.2 0.19 False None None False None False 14300.958 0 3859871 147693 None code15 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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 279.3 279.3 42.66 False None None False None False 11914.938 0 3859872 147693 None code16 Providing PVC ringtite pipes conforming to IS 4985:2000 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. Complete for,PVC pipes 25mm dia, 10 kg/sqcm & class 5 m 50.4 50.4 12.0 False None None False None False 604.8 0 3859873 147693 None code17 Providing PVC ringtite pipes conforming to IS 4985:2000 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. Complete for,PVC pipes 63mm dia., 6 kg/sqcm & class 3 m 169.05 169.05 6.0 False None None False None False 1014.3 0 3859874 147693 None code18 Earth 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 & bonding rods at every 100 mm wherever 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,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 40.5 False None None False None False 11141.55 0 3859875 147693 None code19 PVC pipes of 8 Kg/cm2 for 200mm(6.233) m 983.85 983.85 45.0 False None None False None False 44273.25 0 3859876 147693 None code20 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Each 4447.8 4447.8 5.0 False None None False None False 22239.0 0 3859877 147693 None code21 Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. Set 424.2 424.2 5.0 False None None False None False 2121.0 0 1724681742000 1 None None Roads Development of road and drain at Aralimaradapalya Bhagavathi layout and Naganannapalya 5th & 6th cross at ward no 3 and Construction of CC road and CC drain at ward no 4 near Vaade shivanna and maruthi circle under TCC limits, 1430882.45 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3859878 147694 None code01 Loosening, 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.Compacting original ground supporting embankment. Cum 110.25 110.25 124.63 False None None False None False 13740.4575 0 3859879 147694 None code02 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 2686.95 2686.95 103.87 False None None False None False 279093.4965 0 3859880 147694 None code03 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 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 aggregates Cum 6288.45 6288.45 24.0 False None None False None False 150922.8 0 3859881 147694 None code04 Providing 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 M30 (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. Cum 7091.7 7091.7 24.0 False None None False None False 170200.8 0 3859882 147694 None code05 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 43.05 43.05 720.0 False None None False None False 30996.0 0 3859883 147694 None code06 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 @ 3.3% 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 7835.1 7835.1 36.0 False None None False None False 282063.6 0 3859884 147694 None code07 Tack coat on Cement Concrete pavement Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on Cement Concrete pavement. Sqm 17.85 17.85 720.0 False None None False None False 12852.0 0 3859885 147694 None code08 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 9217.95 9217.95 18.0 False None None False None False 165923.1 0 3859886 147694 None code09 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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.In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 45.0 False None None False None False 11434.5 0 3859887 147694 None code10 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 3.75 False None None False None False 22302.0 0 3859888 147694 None code11 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6639.15 6639.15 12.56 False None None False None False 83387.724 0 3859889 147694 None code12 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 35% of item concrete rate for drain walls (rate=5968*35%) Sqm 2213.05 2213.05 7.5 False None None False None False 16597.875 0 3859890 147694 None code13 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 5% of item concrete rate for drain bed (rate=5968*5%) Sqm 316.15 316.15 5.06 False None None False None False 1599.719 0 3859891 147694 None code14 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,b)Foundations of Bridges Tonne 75268.2 75268.2 0.5412 False None None False None False 40735.14984 0 3859892 147694 None code15 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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 279.3 279.3 70.8 False None None False None False 19774.44 0 3859893 147694 None code16 Providing PVC ringtite pipes conforming to IS 4985:2000 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. Complete for,PVC pipes 25mm dia, 10 kg/sqcm & class 5 m 50.4 50.4 12.0 False None None False None False 604.8 0 3859894 147694 None code17 Providing PVC ringtite pipes conforming to IS 4985:2000 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. Complete for,PVC pipes 63mm dia., 6 kg/sqcm & class 3 m 169.05 169.05 6.0 False None None False None False 1014.3 0 3859895 147694 None code18 Earth 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 & bonding rods at every 100 mm wherever 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,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 64.8 False None None False None False 17826.48 0 3859896 147694 None code19 PVC pipes of 8 Kg/cm2 for 200mm(6.233) m 983.85 983.85 72.0 False None None False None False 70837.2 0 3859897 147694 None code20 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Each 4447.8 4447.8 8.0 False None None False None False 35582.4 0 3859898 147694 None code21 Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. Set 424.2 424.2 8.0 False None None False None False 3393.6 0 1724681742000 1 None None Roads Construction of CC road and CC drain at ward no 4 near Vaade shivanna and maruthi circle under TCC limits 752252.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3859899 147695 None code01 Repairs 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. Upto 0.30m depth Each 8577.45 8577.45 3.0 False None None False None False 25732.35 0 3859900 147695 None code02 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 497.7 497.7 33.75 False None None False None False 16797.375 0 3859901 147695 None code03 Loosening, 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. Cum 110.25 110.25 33.75 False None None False None False 3720.9375 0 3859902 147695 None code04 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 33.75 False None None False None False 200718.0 0 3859903 147695 None code05 Providing 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 M30 (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 Cum 7091.7 7091.7 71.25 False None None False None False 505283.625 0 1724681997000 0 None None Roads WARD NO 2 3.4 WORKS 3613430.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3859971 147699 None code01 Loosening, 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.Compacting original ground supporting embankment. Cum 110.25 110.25 124.63 False None None False None False 13740.4575 0 3859950 147699 None code01 Loosening, 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.Compacting original ground supporting embankment. Cum 110.25 110.25 135.13 False None None False None False 14898.0825 0 3859992 147699 None code01 Repairs 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. Upto 0.30m depth Each 8577.45 8577.45 3.0 False None None False None False 25732.35 0 3859951 147699 None code02 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 2686.95 2686.95 89.5 False None None False None False 240482.025 0 3859972 147699 None code02 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 2686.95 2686.95 103.87 False None None False None False 279093.4965 0 3859993 147699 None code02 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 497.7 497.7 33.75 False None None False None False 16797.375 0 3859952 147699 None code03 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 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 aggregates Cum 6288.45 6288.45 46.0 False None None False None False 289268.7 0 3859973 147699 None code03 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 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 aggregates Cum 6288.45 6288.45 24.0 False None None False None False 150922.8 0 3859994 147699 None code03 Loosening, 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. Cum 110.25 110.25 33.75 False None None False None False 3720.9375 0 3859953 147699 None code04 Providing 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 M30 (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. Cum 7091.7 7091.7 46.0 False None None False None False 326218.2 0 3859974 147699 None code04 Providing 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 M30 (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. Cum 7091.7 7091.7 24.0 False None None False None False 170200.8 0 3859995 147699 None code04 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 33.75 False None None False None False 200718.0 0 3859975 147699 None code05 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 43.05 43.05 720.0 False None None False None False 30996.0 0 3859996 147699 None code05 Providing 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 M30 (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 Cum 7091.7 7091.7 71.25 False None None False None False 505283.625 0 3859954 147699 None code05 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 43.05 43.05 620.0 False None None False None False 26691.0 0 3859955 147699 None code06 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 @ 3.3% 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 7835.1 7835.1 31.0 False None None False None False 242888.1 0 3859976 147699 None code06 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 @ 3.3% 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 7835.1 7835.1 36.0 False None None False None False 282063.6 0 3859956 147699 None code07 Tack coat on Cement Concrete pavement Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on Cement Concrete pavement. Sqm 17.85 17.85 620.0 False None None False None False 11067.0 0 3859977 147699 None code07 Tack coat on Cement Concrete pavement Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on Cement Concrete pavement. Sqm 17.85 17.85 720.0 False None None False None False 12852.0 0 3859957 147699 None code08 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 9217.95 9217.95 15.5 False None None False None False 142878.225 0 3859978 147699 None code08 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 9217.95 9217.95 18.0 False None None False None False 165923.1 0 3859958 147699 None code09 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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.In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 7.2 False None None False None False 1829.52 0 3859979 147699 None code09 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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.In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 45.0 False None None False None False 11434.5 0 3859959 147699 None code10 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 0.9 False None None False None False 5352.48 0 3859980 147699 None code10 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 3.75 False None None False None False 22302.0 0 3859960 147699 None code11 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6639.15 6639.15 2.52 False None None False None False 16730.658 0 3859981 147699 None code11 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6639.15 6639.15 12.56 False None None False None False 83387.724 0 3859961 147699 None code12 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 35% of item concrete rate for drain walls (rate=5968*35%) Sqm 2213.05 2213.05 1.89 False None None False None False 4182.6645 0 3859982 147699 None code12 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 35% of item concrete rate for drain walls (rate=5968*35%) Sqm 2213.05 2213.05 7.5 False None None False None False 16597.875 0 3859962 147699 None code13 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 5% of item concrete rate for drain bed (rate=5968*5%) Sqm 316.15 316.15 0.63 False None None False None False 199.1745 0 3859983 147699 None code13 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 5% of item concrete rate for drain bed (rate=5968*5%) Sqm 316.15 316.15 5.06 False None None False None False 1599.719 0 3859963 147699 None code14 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,b)Foundations of Bridges Tonne 75268.2 75268.2 0.19 False None None False None False 14300.958 0 3859984 147699 None code14 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,b)Foundations of Bridges Tonne 75268.2 75268.2 0.5412 False None None False None False 40735.14984 0 3859964 147699 None code15 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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 279.3 279.3 42.66 False None None False None False 11914.938 0 3859985 147699 None code15 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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 279.3 279.3 70.8 False None None False None False 19774.44 0 3859965 147699 None code16 Providing PVC ringtite pipes conforming to IS 4985:2000 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. Complete for,PVC pipes 25mm dia, 10 kg/sqcm & class 5 m 50.4 50.4 12.0 False None None False None False 604.8 0 3859986 147699 None code16 Providing PVC ringtite pipes conforming to IS 4985:2000 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. Complete for,PVC pipes 25mm dia, 10 kg/sqcm & class 5 m 50.4 50.4 12.0 False None None False None False 604.8 0 3859966 147699 None code17 Providing PVC ringtite pipes conforming to IS 4985:2000 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. Complete for,PVC pipes 63mm dia., 6 kg/sqcm & class 3 m 169.05 169.05 6.0 False None None False None False 1014.3 0 3859987 147699 None code17 Providing PVC ringtite pipes conforming to IS 4985:2000 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. Complete for,PVC pipes 63mm dia., 6 kg/sqcm & class 3 m 169.05 169.05 6.0 False None None False None False 1014.3 0 3859967 147699 None code18 Earth 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 & bonding rods at every 100 mm wherever 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,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 40.5 False None None False None False 11141.55 0 3859988 147699 None code18 Earth 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 & bonding rods at every 100 mm wherever 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,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 64.8 False None None False None False 17826.48 0 3859968 147699 None code19 PVC pipes of 8 Kg/cm2 for 200mm(6.233) m 983.85 983.85 45.0 False None None False None False 44273.25 0 3859989 147699 None code19 PVC pipes of 8 Kg/cm2 for 200mm(6.233) m 983.85 983.85 72.0 False None None False None False 70837.2 0 3859969 147699 None code20 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Each 4447.8 4447.8 5.0 False None None False None False 22239.0 0 3859990 147699 None code20 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Each 4447.8 4447.8 8.0 False None None False None False 35582.4 0 3859970 147699 None code21 Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. Set 424.2 424.2 5.0 False None None False None False 2121.0 0 3859991 147699 None code21 Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. Set 424.2 424.2 8.0 False None None False None False 3393.6 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724681742000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724681742000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724681742000 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 1724681742000 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 1724681742000 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 1724681752000 0 None None ELIGIBILITY All terms and condition as per tender documents None 1724681759000 0 None None ELIGIBILITY PWD Registration Certificate with validity period should be submit. None 1724681767000 0 None None ELIGIBILITY Annual Turnover of Five Years 2019-20 to 2023-24 certificate from CA with Valid UDIN No to be furnished None 1724681777000 0 None None ELIGIBILITY Submitted similar nature Work done certificate should include E-procurement indent 2019-20 to 2023-24 None 1724681785000 0 None None ELIGIBILITY The earnest money deposits will be forfeited if the documents submitted by the tenderer found to be misleading /forged or fake . None 1724681797000 0 None None ELIGIBILITY Tenderer must submit GST certificate and PAN card None 1724681824000 0 None None ELIGIBILITY Achieved at least two financial years turnover of Rs. 36.13lakhs In last five years None 1724681848000 0 None None ELIGIBILITY satisfactory completion as a prime contractor for at least one similar work to an extent of Rs. 18.06lakhs in last five year. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) 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. xxxxxxx (80% of estimated cost of tender) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None 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 Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None 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 None None None None None None Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None None None None None None Submitted similar nature Work done certificate should include E-procurement indent 2019-20 to 2023-24 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration Certificate True Technical Bid Submit GST certificate and PAN card True Technical Bid Annual Turnover Certificate True Technical Bid WORKDONE CERTIFICATE True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None