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noticeInvitingTenderDTO	createdTs 1707130124130 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 430000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 02-03-2024 17:30:00 tenderQueryClose 26-02-2024 15:00:00 technicalBidOpen 04-03-2024 11:00:00 publishedDate 15-02-2024 16:53:00 publishedByPost CMC_MCOM_RMG publishedByUser KPE13462 - NAGESH L bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 16-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Narasimharaju splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9448185135 tenderSupplierList None
tenderSchedule	createdTs 1707130124162 version 7 createdDate None modifiedDate None tenderNumber DMA/2023-24/RD/WORK_INDENT12499 title CONSTRUCTION OF ROAD DRAIN AND SLAB ASIF AGHA CEMENT STORE TO AMAN ALI SHA DARGA ASIF HOUSE TO SULTAN KIRAN SHOP NEAR NOBEL SCHOOL AND CROSS ROADS AT WARD NO 20 GANZA BEEDI BRIDGE TO KHAJA CIRCLE AT WARD NO 24 ROAD DRAIN AND SLAB AT AHAMAD HOUSE TO MUSHEER HOUSE WARD NO 19 AND WARD NO 22 TAJ MEDICAL TO ARKESHWARA SMASHANA AND WARD NO 21 ARKESHVARA COLONYCROSS ROADS AND GOUSIYA NAGARA BRIDGE TO ARKESHVARA COLONY BRIDGE NICE ROAD description CONSTRUCTION OF ROAD DRAIN AND SLAB ASIF AGHA CEMENT STORE TO AMAN ALI SHA DARGA ASIF HOUSE TO SULTAN KIRAN SHOP NEAR NOBEL SCHOOL AND CROSS ROADS AT WARD NO 20 GANZA BEEDI BRIDGE TO KHAJA CIRCLE AT WARD NO 24 ROAD DRAIN AND SLAB AT AHAMAD HOUSE TO MUSHEER HOUSE WARD NO 19 AND WARD NO 22 TAJ MEDICAL TO ARKESHWARA SMASHANA AND WARD NO 21 ARKESHVARA COLONYCROSS ROADS AND GOUSIYA NAGARA BRIDGE TO ARKESHVARA COLONY BRIDGE NICE ROAD category WORKS categoryText Works ecv 28644144.79 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2385 locationName DMA City Municipal Council Ramanagara provisionalAmount 34500000.0 groupOverheadTotal 0.0 fileNumber SFCSP2022-23-02
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707130124000 1 None None Roads CONSTRUCTION OF ROAD DRAIN AND SLAB GOUSIYA NAGARA BRIDGE TO ARKESHVARA COLONY BRIDGE NICE ROAD 7910350.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2443748 73609 None RMGM1.1 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) Cum 6828.83 6828.83 75.0 False None None False None False 512162.25 0 2443749 73609 None RMGM1.2 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. All other type of structures Volume 1 (P No: 18 I.No:2.11h ) Tonne 81381.33 81381.33 2.63 False None None False None False 214032.8979 0 2443750 73609 None RMGM1.3 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead 3.4/V3 page no 17 Sqm 6.18 6.18 3575.0 False None None False None False 22093.5 0 2443751 73609 None RMGM1.4 Earth 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, aution lights, removal of stumps and other deleterious matter including dressing of xcavated 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. Cum 97.85 97.85 1072.5 False None None False None False 104944.125 0 2443752 73609 None RMGM1.5 Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 Cum 87.55 87.55 1072.5 False None None False None False 93897.375 0 2443753 73609 None RMGM1.6 Compacting original ground supporting embankment 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. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 Cum 108.15 108.15 357.5 False None None False None False 38663.625 0 2443754 73609 None RMGM1.7 Granular Sub-Base A Plant Mix Method: Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 .For Grading -II Material PWD Common DSR 2023-24 Volume 3 (P No: 23 I.No: 4.1.A.(v) Cum 2562.64 2562.64 357.5 False None None False None False 916143.8 0 2443755 73609 None RMGM1.8 Wet Mix Macadam (Plant mix method): 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. PWD Common DSR 2023-24 Volume 3 (P No: 26 I.No: 4.17) Cum 2635.77 2635.77 715.0 False None None False None False 1884575.55 0 2443756 73609 None RMGM1.9 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 0.90 kg per m2 using mechanical means. PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.1.A) Sqm 42.23 42.23 3575.0 False None None False None False 150972.25 0 2443757 73609 None RMGM1.10 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 @ 3.4% 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 7890.83 7890.83 178.75 False None None False None False 1410485.8625 0 2443758 73609 None RMGM1.11 Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.5) Cum 17.51 17.51 3575.0 False None None False None False 62598.25 0 2443759 73609 None RMGM1.12 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and lignment and rolled as per MoRTH V revision. volume 3 page 43 i no 5.31 Cum 10456.56 10456.56 107.25 False None None False None False 1121466.06 0 2443760 73609 None RMGM1.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. DSR 2023-24 Volume 3 (P No: 67 I.No:8.15) Sqm 545.9 545.9 195.0 False None None False None False 106450.5 0 2443761 73609 None RMGM1.14 Aluminium studs 100 x 100 mm fitted with lense reflectors DSR 2023-24 Volume 3 (P No: A9 I.No:8)) Each 309.0 309.0 975.0 False None None False None False 301275.0 0 2443762 73609 None RMGM1.15 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 0.6m depth DSR 2023-24 Volume 3 (P No: 198 I.No:16.28.2) Each 16852.86 16852.86 12.0 False None None False None False 202234.32 0 2443763 73609 None RMGM1.16 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete As per Kpwd Uni SR 2023-24 90mm dia Volume 5 Page No 120 90mm(weight of pipe -1.313 kg) I No 10.14.10) Mtr 265.74 265.74 100.0 False None None False None False 26574.0 0 2443764 73609 None RMGM1.17 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. 20mm dia volume 2 13.32.2 page 122 Mtr 390.37 390.37 50.0 False None None False None False 19518.5 0 2443765 73609 None RMGM1.18 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete.in slussy condition DSR 2023-24 Volume 4 (P No: 104 I.No:8.24.2) Cum 366.68 366.68 126.0 False None None False None False 46201.68 0 2443766 73609 None RMGM1.19 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. DSR 2023-24 Volume 2 (P No: 177 I.No:17.14) Sqm 1205.1 1205.1 561.0 False None None False None False 676061.1 0 1707130124000 1 None None Roads WARD NO 22 TAJ MEDICAL TO ARKESHWARA SMASHANA AND WARD NO 21 ARKESHVARA COLONYCROSS ROADS AND GOUSIYA NAGARA BRIDGE TO ARKESHVARA COLONY BRIDGE NICE ROAD 8251528.85 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2443767 73610 None RMGM1.10 Dismantling 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.PWD Common DSR 2023-24 Volume 3 (P No: 8 I.No:2.8(iI)A) Cum 740.57 740.57 326.35 False None None False None False 241685.0195 0 2443768 73610 None RMGM1.11 Manual Means: Earth work excavation by manual means for drains,canals, 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 tuff 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.PWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4) Cum 249.26 249.26 414.8 False None None False None False 103393.048 0 2443769 73610 None RMGM1.12 Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 Cum 87.55 87.55 414.8 False None None False None False 36315.74 0 2443770 73610 None RMGM1.13 Providing 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 ) Cum 6168.67 6168.67 51.85 False None None False None False 319845.5395 0 2443771 73610 None RMGM1.14 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) Cum 8725.74 8725.74 94.55 False None None False None False 825018.717 0 2443772 73610 None RMGM1.15 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. All other type of structures Volume 1 (P No: 18 I.No:2.11h ) Tonne 81381.33 81381.33 4.73 False None None False None False 384933.6909 0 2443773 73610 None RMGM1.16 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.PWD Common DSR 2023-24 Volume 1 (P No: 7 I.No: 1.8) Cum 488.22 488.22 41.18 False None None False None False 20104.8996 0 2443774 73610 None RMGM1.17 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. DSR 2023-24 Volume 2 (P No: 177 I.No:17.14) Sqm 1205.1 1205.1 396.5 False None None False None False 477822.15 0 2443775 73610 None RMGM1.18 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead 3.4/V3 page no 17 Sqm 6.18 6.18 1320.0 False None None False None False 8157.6 0 2443776 73610 None RMGM1.19 Earth 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, aution lights, removal of stumps and other deleterious matter including dressing of xcavated 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. Cum 97.85 97.85 648.0 False None None False None False 63406.8 0 2443777 73610 None RMGM1.20 Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 Cum 87.55 87.55 648.0 False None None False None False 56732.4 0 2443778 73610 None RMGM1.21 Compacting original ground supporting embankment 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. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 Cum 108.15 108.15 324.0 False None None False None False 35040.6 0 2443779 73610 None RMGM1.22 Granular Sub-Base A Plant Mix Method: Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 .For Grading -II Material PWD Common DSR 2023-24 Volume 3 (P No: 23 I.No: 4.1.A.(v) Cum 2562.64 2562.64 171.5 False None None False None False 439492.76 0 2443780 73610 None RMGM1.23 Wet Mix Macadam (Plant mix method): 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. PWD Common DSR 2023-24 Volume 3 (P No: 26 I.No: 4.17) Cum 2635.77 2635.77 522.94 False None None False None False 1378349.5638 0 2443781 73610 None RMGM1.24 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 0.90 kg per m2 using mechanical means. PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.1.A) Sqm 42.23 42.23 1543.5 False None None False None False 65182.005 0 2443782 73610 None RMGM1.25 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 @ 3.4% 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 7890.83 7890.83 77.18 False None None False None False 609014.2594 0 2443783 73610 None RMGM1.26 Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.5) Sqm 17.51 17.51 1543.0 False None None False None False 27017.93 0 2443784 73610 None RMGM1.27 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and lignment and rolled as per MoRTH V revision. volume 3 page 43 i no 5.31 Cum 10456.56 10456.56 46.31 False None None False None False 484243.2936 0 2443785 73610 None RMGM1.28 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.3 (P No: 149 I.No:16.28 Cum 6956.62 6956.62 244.0 False None None False None False 1697415.28 0 2443786 73610 None RMGM1.29 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. DSR 2023-24 Volume 3 (P No: 67 I.No:8.15) Sqm 545.9 545.9 102.9 False None None False None False 56173.11 0 2443787 73610 None RMGM1.30 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) Sqm 1195.83 1195.83 308.7 False None None False None False 369152.721 0 2443788 73610 None RMGM1.31 Aluminium studs 100 x 100 mm fitted with lense reflectors DSR 2023-24 Volume 3 (P No: A9 I.No:8)) Each 309.0 309.0 516.0 False None None False None False 159444.0 0 2443789 73610 None RMGM1.32 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 0.3m depth DSR 2023-24 Volume 3 (P No: 198 I.No:16.28.1) Each 8414.07 8414.07 12.0 False None None False None False 100968.84 0 2443790 73610 None RMGM1.33 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 0.6m depth DSR 2023-24 Volume 3 (P No: 198 I.No:16.28.2) Each 16852.86 16852.86 8.0 False None None False None False 134822.88 0 2443791 73610 None RMGM1.34 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete As per Kpwd Uni SR 2023-24 90mm dia Volume 5 Page No 120 90mm(weight of pipe -1.313 kg) I No 10.14.10) Mtr 265.74 265.74 300.0 False None None False None False 79722.0 0 2443792 73610 None RMGM1.35 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. 20mm dia volume 2 13.32.2 page 122 Mtr 390.37 390.37 200.0 False None None False None False 78074.0 0 1707130124000 0 None None Roads CONSTRUCTION OF ROAD DRAIN AND SLAB ASIF AGHA CEMENT STORE TO AMAN ALI SHA DARGA ASIF HOUSE TO SULTAN KIRAN SHOP NEAR NOBEL SCHOOL AND CROSS ROADS AT WARD NO 20 GANZA BEEDI BRIDGE TO KHAJA CIRCLE AT WARD NO 24 ROAD DRAIN AND SLAB AT AHAMAD HOUSE TO MUSHEER HOUSE WARD NO 19 7944068.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2443793 73611 None RMGM1.10 Dismantling 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.PWD Common DSR 2023-24 Volume 3 (P No: 8 I.No:2.8(iI)A) Cum 740.57 740.57 219.63 False None None False None False 162651.3891 0 2443794 73611 None RMGM1.11 Manual Means: Earth work excavation by manual means for drains,canals, 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 tuff 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.PWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4) Cum 249.26 249.26 80.63 False None None False None False 20097.8338 0 2443795 73611 None RMGM1.12 Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 Cum 87.55 87.55 144.0 False None None False None False 12607.2 0 2443796 73611 None RMGM1.13 Providing 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 ) Cum 6168.67 6168.67 18.0 False None None False None False 111036.06 0 2443797 73611 None RMGM1.14 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) Cum 8725.74 8725.74 45.0 False None None False None False 392658.3 0 2443798 73611 None RMGM1.15 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. All other type of structures Volume 1 (P No: 18 I.No:2.11h ) Tonne 81381.33 81381.33 2.25 False None None False None False 183107.9925 0 2443799 73611 None RMGM1.16 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.PWD Common DSR 2023-24 Volume 1 (P No: 7 I.No: 1.8) Cum 488.22 488.22 27.0 False None None False None False 13181.94 0 2443800 73611 None RMGM1.17 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. DSR 2023-24 Volume 2 (P No: 177 I.No:17.14) Sqm 1205.1 1205.1 85.0 False None None False None False 102433.5 0 2443801 73611 None RMGM1.18 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead 3.4/V3 page no 17 Sqm 6.18 6.18 2400.0 False None None False None False 14832.0 0 2443802 73611 None RMGM1.19 Earth 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, aution lights, removal of stumps and other deleterious matter including dressing of xcavated 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. Cum 97.85 97.85 1005.0 False None None False None False 98339.25 0 2443803 73611 None RMGM1.20 Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 Cum 87.55 87.55 1005.0 False None None False None False 87987.75 0 2443804 73611 None RMGM1.21 Compacting original ground supporting embankment 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. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 Cum 108.15 108.15 502.5 False None None False None False 54345.375 0 2443805 73611 None RMGM1.22 Granular Sub-Base A Plant Mix Method: Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 .For Grading -II Material PWD Common DSR 2023-24 Volume 3 (P No: 23 I.No: 4.1.A.(v) Cum 2562.64 2562.64 401.75 False None None False None False 1029540.62 0 2443806 73611 None RMGM1.23 Wet Mix Macadam (Plant mix method): 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. PWD Common DSR 2023-24 Volume 3 (P No: 26 I.No: 4.17) Cum 2635.77 2635.77 803.5 False None None False None False 2117841.195 0 2443807 73611 None RMGM1.24 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 0.90 kg per m2 using mechanical means. PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.1.A) Sqm 42.23 42.23 4017.5 False None None False None False 169659.025 0 2443808 73611 None RMGM1.25 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 @ 3.4% 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 7890.83 7890.83 200.88 False None None False None False 1585109.9304 0 2443809 73611 None RMGM1.26 Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.5) Cum 17.51 17.51 4017.5 False None None False None False 70346.425 0 2443810 73611 None RMGM1.27 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and lignment and rolled as per MoRTH V revision. volume 3 page 43 i no 5.31 Cum 10456.56 10456.56 120.53 False None None False None False 1260329.1768 0 2443811 73611 None RMGM1.29 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. DSR 2023-24 Volume 3 (P No: 67 I.No:8.15) Sqm 545.9 545.9 262.5 False None None False None False 143298.75 0 2443812 73611 None RMGM1.32 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 0.3m depth DSR 2023-24 Volume 3 (P No: 198 I.No:16.28.1) Each 8414.07 8414.07 14.0 False None None False None False 117796.98 0 2443813 73611 None RMGM1.33 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 0.6m depth DSR 2023-24 Volume 3 (P No: 198 I.No:16.28.2) Each 16852.86 16852.86 7.0 False None None False None False 117970.02 0 2443814 73611 None RMGM1.34 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete As per Kpwd Uni SR 2023-24 90mm dia Volume 5 Page No 120 90mm(weight of pipe -1.313 kg) I No 10.14.10) Mtr 265.74 265.74 150.0 False None None False None False 39861.0 0 2443815 73611 None RMGM1.35 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. 20mm dia volume 2 13.32.2 page 122 Mtr 390.37 390.37 100.0 False None None False None False 39037.0 0 1707130124000 1 None None Roads CONSTRUCTION OF WASHED OUT ROAD AND DRAIN DUE TO HEAVY RAIN AT WARD NO 11 BISMILLA SHA DARGA TO TURUPALAYA MAIN ROAD AND MAIN ROAD TO RAILWAY BRIDGE AND REMOVING OF SILT FROM TIPPUNAGAR BRIDGE TO TURUPALAYA IN SEERHALLA AT RAMANAGARA CMC LIMITS 4538196.58 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2443816 73612 None RMGM2.10 Filling Potholes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 UNISR 2023-24 10.5 page no 91 Cum 438.78 438.78 311.25 False None None False None False 136570.275 0 2443817 73612 None RMGM2.11 Wet Mix Macadam (Plant mix method): 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. PWD Common DSR 2023-24 Volume 3 (P No: 26 I.No: 4.17) Cum 2635.77 2635.77 120.6 False None None False None False 317873.862 0 2443818 73612 None RMGM2.12 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to requiredslope and compacted to meet requirement of table No.300-2 PWD Common DSR 2023-24 Volume 3 (P No: 17 I.No: 3.6 ) Cum 507.79 507.79 72.9 False None None False None False 37017.891 0 2443819 73612 None RMGM2.13 Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg PER m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.5) Sqm 17.51 17.51 1462.5 False None None False None False 25608.375 0 2443820 73612 None RMGM2.14 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5 PERCENT by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and lignment and rolled as per MoRTH V revision. volume 3 page 43 i no 5.31 Cum 10456.56 10456.56 91.5 False None None False None False 956775.24 0 2443821 73612 None RMGM2.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. DSR 2023-24 Volume 3 (P No: 67 I.No:8.15) Sqm 545.9 545.9 108.0 False None None False None False 58957.2 0 2443822 73612 None RMGM2.16 Aluminium studs 100 x 100 mm fitted with lense reflectors DSR 2023-24 Volume 3 (P No: A9 I.No:8)) Each 309.0 309.0 1080.0 False None None False None False 333720.0 0 2443823 73612 None RMGM2.18 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 0.3m depth DSR 2023-24 Volume 3 (P No- 198 I.No-16.28.1) Each 8414.07 8414.07 10.0 False None None False None False 84140.7 0 2443824 73612 None RMGM2.19 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete As per Kpwd Uni SR 2023-24 90mm dia Volume 5 Page No 120 90mm(weight of pipe -1.313 kg) I No 10.14.10) Mtr 265.74 265.74 100.0 False None None False None False 26574.0 0 2443825 73612 None RMGM2.20 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. 20mm dia volume 2 13.32.2 page 122 Mtr 390.37 390.37 100.0 False None None False None False 39037.0 0 2443826 73612 None RMGM2.21 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete.in slussy condition DSR 2023-24 Volume 4 (P No-104 I.No-8.24.2) Cum 366.68 366.68 4320.0 False None None False None False 1584057.6 0 2443827 73612 None RMGM2.22 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work DSR 2023-24 Volume 3 (P No-15 I.No-3.1) Cum 87.55 87.55 4320.0 False None None False None False 378216.0 0 2443828 73612 None RMGM2.23 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63-2018 AND IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA AND for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) Sqm 1195.83 1195.83 468.0 False None None False None False 559648.44 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707130125000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707130125000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707130125000 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 1707916492000 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 1707916555000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end None 1707916578000 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 1707916604000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1707916618000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1707916635000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid None 1707916649000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected None 1707916691000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27-07-2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund None 1707916722000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever None 1707916773000 0 None None ELIGIBILITY The earnest money deposit will be forfeited if the documents submitted by the tenderer found to be misleading forged or fake None 1707916788000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2023-24 None 1707916813000 0 None None ELIGIBILITY Turnover certificate from CA with valid UDIN No. to be furnished along with necessary documents. None 1707916832000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time. None 1707916854000 0 None None ELIGIBILITY Bidder has to quote rates excluding GST, GST shall be paid separately for the applicable. None 1707916869000 0 None None ELIGIBILITY All the Work done certificate uploaded should include E-procurement indent number 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 Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) 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 Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) 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 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 List of Financial Resources with Certificates None None None None None None each tenderer in its name should have in the last five years 2018-19 to 2022-23 Satisfactory completed, at least one Road work and Drain of value not less than Rs.276.00 Lakhs as prime contractor Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None each tenderer in its name should have in the last five years 2018-19 to 2022-23 Executed in any one year for a continuous period of 12 months the following minimum quantities of work 1.Earthwork excavation/EmbankmentCum 2650.00 2.Cement Concrete Plain and Reinforced Cum423.00 3.Steel reinforcement/Structural Steel Tonne7.70 4.WMM/GSB Cum2435.00 5.BM/SDBC/BC Cum647.0 6.Paver/Interlock Sq.M 621.0 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Availability by owning at least 50 percentage of the required key and critical equipment for this work and the remaining 50 percentage can be deployed on lease /hire basis for all works provided, the relevant documents Applicants shall indicate the make, year of manufacture, capacity and working conditions of each of the equipments along with RC issued by R.T.O. / Sale deed/purchase invoice, hire/lease agreement shall be furnished. 1.Excavator 2Nos 2.Tipper 4Nos 3. Self-Loading Concrete Mixer /Batching Plant 2Nos/1No 4.Vibrator Roller / Tandem Roller 1No 5. Hot Mix Plant 1No 6. Asphalt Paver Finisher 1No Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- RC issued by R.T.O. / Sale deed/purchase invoice, hire/lease agreement shall be furnished None None None None Class II and Above PWD contractor registration certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None each tenderer in its name should have in the last five years i.e., 2018-19 to 2022-23 achieved in at least two financial years a minimum annual financial turnover (in all classes of civil engineering construction works only) of Rs.690.00 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None liquid assets and or availability of credit facilities of not less than Rs 103.5 Lakhs unconditional Line of Credit certificates issued by scheduled banks As Per KW4 Document Format Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Existing commitments ongoing works details certified by contractor Others Existing commitments createdTs version createdDate modifiedDate documentName None None None None Others -- Existing commitments ongoing works details certified by contractor
tenderCriterionDocumentList
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Ramanagara Ramanagara None None RAMANAGARA None None None None None None
tenderAddress	createdTs 1707991523000 version 0 createdDate None modifiedDate None blockNumber OFFICE OF THE MUNICIPAL COMMISSIONER, CITY MUNICIPAL COUNCIL RAMANAGARA street None city RAMANAGARA state Karnataka pin 562159
tenderRecallDTO	None