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titleConstruction of Road & Drain at Ward No 13, Ward No 11 and Ward No 05 Karnataka Housing Society Colony & Basaweshwar Colony in Raichur City. In Raichur taluka, Raichur District. Under KKRDB - MACRO - GENERAL (Non-Social) Fund For the year 2023-24. ( Work Code RCH2317143470 )
descriptionConstruction of Road & Drain at Ward No 13, Ward No 11 and Ward No 05 Karnataka Housing Society Colony & Basaweshwar Colony in Raichur City. In Raichur taluka, Raichur District. Under KKRDB - MACRO - GENERAL (Non-Social) Fund For the year 2023-24. ( Work Code RCH2317143470 )
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17211321160001NoneNoneRoadsConstruction of Road & Drain at Ward No Ward No 05 Karnataka Housing Society Colony & Basaweshwar Colony in Raichur City. In Raichur taluka, Raichur District. Under KKRDB - MACRO - GENERAL (Non-Social) Fund For the year 2023-24. ( Work Code RCH2317143470 )7452911.01
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3536049127414NoneV-1 1.14.1 P No 8Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.Cum107.1107.11645.56FalseNoneNoneFalseNoneFalse176239.4760
3536050127414NoneV-3 3.6 P No 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65783.13FalseNoneNoneFalseNoneFalse405387.24450
3536051127414NoneV-3 4.1.v P No 23Construction 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 -V Material.Cum2611.352611.35408.75FalseNoneNoneFalseNoneFalse1067389.31250
3536052127414NoneV-3 4.17 P No 26Providing, 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.Cum2686.952686.95878.44FalseNoneNoneFalseNoneFalse2360324.3580
3536053127414NoneV-3 5.1 P No 31Providing 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.Sqm43.0543.053537.5FalseNoneNoneFalseNoneFalse152289.3750
3536054127414NoneV-3 5.4 P No 31Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.Sqm14.714.73537.5FalseNoneNoneFalseNoneFalse52001.250
3536055127414NoneV-3 5.6.C P No 32Providing 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 compactionCum7835.17835.1176.87FalseNoneNoneFalseNoneFalse1385794.1370
3536056127414NoneV-3 5.31 P No 43Providing 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 alignment and rolled as per MoRTH V revision.Cum10659.610659.688.44FalseNoneNoneFalseNoneFalse942735.0240
3536057127414NoneV-3 16.27 P No 148Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.Cum6692.76692.782.5FalseNoneNoneFalseNoneFalse552147.750
3536058127414NoneV-1 2.1.3 P No 15Providing 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.Sqm6288.456288.458.0FalseNoneNoneFalseNoneFalse50307.60
3536059127414NoneV-1 2.2.1 P No 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesSqm6601.356601.3520.0FalseNoneNoneFalseNoneFalse132027.00
3536060127414NoneCorrigendum-03Additional Formwork, Centering, Shuttering Scaffolding for Cement Concrete Drain Work 35% as per Corrigendum -03Sqm2310.02310.020.0FalseNoneNoneFalseNoneFalse46200.00
3536061127414NoneV-1 2.11.h P No 18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structurest82961.5582961.551.34FalseNoneNoneFalseNoneFalse111168.4770
3536062127414NoneV-3 8.54 P No 78Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804No9450.09450.02.0FalseNoneNoneFalseNoneFalse18900.00
17211321160001NoneNoneRoadsConstruction of Road & Drain at Ward No 11 in Raichur City. In Raichur taluka, Raichur District. Under KKRDB - MACRO - GENERAL (Non-Social) Fund For the year 2023-24. ( Work Code RCH2317143470 )2041688.31
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3536063127415NoneV-1 1.14.1 P No 8Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.Cum107.1107.1373.44FalseNoneNoneFalseNoneFalse39995.4240
3536064127415NoneV-3 3.6 P No 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65154.72FalseNoneNoneFalseNoneFalse80090.8080
3536065127415NoneV-3 4.17 P No 26Providing, 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.Cum2686.952686.95154.72FalseNoneNoneFalseNoneFalse415724.9040
3536066127415NoneV-3 6.8.1 P No 51Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)Sqm1121.41121.41031.5FalseNoneNoneFalseNoneFalse1156724.10
3536067127415NoneV-1 2.1.3 P No 15Providing 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.Sqm6288.456288.458.0FalseNoneNoneFalseNoneFalse50307.60
3536068127415NoneV-1 2.2.1 P No 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesSqm6601.356601.3520.0FalseNoneNoneFalseNoneFalse132027.00
3536069127415NoneCorrigendum-03Additional Formwork, Centering, Shuttering Scaffolding for Cement Concrete Drain Work 35% as per Corrigendum -03Sqm2310.02310.020.0FalseNoneNoneFalseNoneFalse46200.00
3536070127415NoneV-1 2.11.h P No 18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structurest82961.5582961.551.34FalseNoneNoneFalseNoneFalse111168.4770
3536071127415NoneV-3 8.54 P No 78Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
17211321160001NoneNoneRoadsConstruction of Road & Drain at Ward No 13 in Raichur City. In Raichur taluka, Raichur District. Under KKRDB - MACRO - GENERAL (Non-Social) Fund For the year 2023-24. ( Work Code RCH2317143470 )4201410.78
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3536072127416NoneV-1 1.14.1 P No 8Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.Cum107.1107.1819.7FalseNoneNoneFalseNoneFalse87789.870
3536073127416NoneV-3 3.6 P No 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65374.85FalseNoneNoneFalseNoneFalse194041.10250
3536074127416NoneV-3 4.1.v P No 23Construction 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 -V Material.Cum2611.352611.3570.0FalseNoneNoneFalseNoneFalse182794.50
3536075127416NoneV-3 4.17 P No 26Providing, 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.Cum2686.952686.95374.85FalseNoneNoneFalseNoneFalse1007203.20750
3536076127416NoneV-3 16.27 P No 148Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.Cum6692.76692.7105.0FalseNoneNoneFalseNoneFalse702733.50
3536077127416NoneV-3 6.8.1 P No 51Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)Sqm1121.41121.41799.0FalseNoneNoneFalseNoneFalse2017398.60
3536078127416NoneV-3 8.54 P No 78Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
17211334400000NoneNoneRoadsConstruction of Road & Drain at Ward No 13, Ward No 11 and Ward No 05 Karnataka Housing Society Colony & Basaweshwar Colony in Raichur City. In Raichur taluka, Raichur District. Under KKRDB - MACRO - GENERAL (Non-Social) Fund For the year 2023-24. ( Work Code RCH2317143470 )13696010.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3536212127425NoneV-1 1.14.1 P No 8Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.Cum107.1107.11645.56FalseNoneNoneFalseNoneFalse176239.4760
3536226127425NoneV-1 1.14.1 P No 8Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.Cum107.1107.1373.44FalseNoneNoneFalseNoneFalse39995.4240
3536235127425NoneV-1 1.14.1 P No 8Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.Cum107.1107.1819.7FalseNoneNoneFalseNoneFalse87789.870
3536213127425NoneV-3 3.6 P No 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65783.13FalseNoneNoneFalseNoneFalse405387.24450
3536227127425NoneV-3 3.6 P No 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65154.72FalseNoneNoneFalseNoneFalse80090.8080
3536236127425NoneV-3 3.6 P No 17Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum517.65517.65374.85FalseNoneNoneFalseNoneFalse194041.10250
3536228127425NoneV-3 4.17 P No 26Providing, 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.Cum2686.952686.95154.72FalseNoneNoneFalseNoneFalse415724.9040
3536237127425NoneV-3 4.1.v P No 23Construction 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 -V Material.Cum2611.352611.3570.0FalseNoneNoneFalseNoneFalse182794.50
3536214127425NoneV-3 4.1.v P No 23Construction 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 -V Material.Cum2611.352611.35408.75FalseNoneNoneFalseNoneFalse1067389.31250
3536229127425NoneV-3 6.8.1 P No 51Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)Sqm1121.41121.41031.5FalseNoneNoneFalseNoneFalse1156724.10
3536215127425NoneV-3 4.17 P No 26Providing, 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.Cum2686.952686.95878.44FalseNoneNoneFalseNoneFalse2360324.3580
3536238127425NoneV-3 4.17 P No 26Providing, 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.Cum2686.952686.95374.85FalseNoneNoneFalseNoneFalse1007203.20750
3536230127425NoneV-1 2.1.3 P No 15Providing 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.Sqm6288.456288.458.0FalseNoneNoneFalseNoneFalse50307.60
3536216127425NoneV-3 5.1 P No 31Providing 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.Sqm43.0543.053537.5FalseNoneNoneFalseNoneFalse152289.3750
3536239127425NoneV-3 16.27 P No 148Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.Cum6692.76692.7105.0FalseNoneNoneFalseNoneFalse702733.50
3536231127425NoneV-1 2.2.1 P No 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesSqm6601.356601.3520.0FalseNoneNoneFalseNoneFalse132027.00
3536217127425NoneV-3 5.4 P No 31Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.Sqm14.714.73537.5FalseNoneNoneFalseNoneFalse52001.250
3536240127425NoneV-3 6.8.1 P No 51Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)Sqm1121.41121.41799.0FalseNoneNoneFalseNoneFalse2017398.60
3536241127425NoneV-3 8.54 P No 78Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
3536218127425NoneV-3 5.6.C P No 32Providing 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 compactionCum7835.17835.1176.87FalseNoneNoneFalseNoneFalse1385794.1370
3536232127425NoneCorrigendum-03Additional Formwork, Centering, Shuttering Scaffolding for Cement Concrete Drain Work 35% as per Corrigendum -03Sqm2310.02310.020.0FalseNoneNoneFalseNoneFalse46200.00
3536219127425NoneV-3 5.31 P No 43Providing 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 alignment and rolled as per MoRTH V revision.Cum10659.610659.688.44FalseNoneNoneFalseNoneFalse942735.0240
3536233127425NoneV-1 2.11.h P No 18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structurest82961.5582961.551.34FalseNoneNoneFalseNoneFalse111168.4770
3536220127425NoneV-3 16.27 P No 148Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.Cum6692.76692.782.5FalseNoneNoneFalseNoneFalse552147.750
3536234127425NoneV-3 8.54 P No 78Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
3536221127425NoneV-1 2.1.3 P No 15Providing 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.Sqm6288.456288.458.0FalseNoneNoneFalseNoneFalse50307.60
3536222127425NoneV-1 2.2.1 P No 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesSqm6601.356601.3520.0FalseNoneNoneFalseNoneFalse132027.00
3536223127425NoneCorrigendum-03Additional Formwork, Centering, Shuttering Scaffolding for Cement Concrete Drain Work 35% as per Corrigendum -03Sqm2310.02310.020.0FalseNoneNoneFalseNoneFalse46200.00
3536224127425NoneV-1 2.11.h P No 18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structurest82961.5582961.551.34FalseNoneNoneFalseNoneFalse111168.4770
3536225127425NoneV-3 8.54 P No 78Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804No9450.09450.02.0FalseNoneNoneFalseNoneFalse18900.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17211321170000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17211321170000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17211321170001NoneNoneELIGIBILITYThe 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 kppp portal due to internet connectivity issues and technical glitches at bidders end.None
17211321170000NoneNoneELIGIBILITYIt 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
17211321170000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17211324240000NoneNoneELIGIBILITYAs per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund.None
17211324380000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17211324500000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17211324670000NoneNoneELIGIBILITYThe Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification.None
17211324890000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reason.None
17211325120000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation.None
17211325370000NoneNoneELIGIBILITYBidders are advised to note that, 18% GST will be added to the contract amount. The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time.None
17211325510000NoneNoneELIGIBILITYIf the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause.None
17211325740000NoneNoneELIGIBILITYThe work should be completed in 06 (Six) Months ( including monsoon).None
17211326030000NoneNoneELIGIBILITYThe KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will apply.None
17211326230000NoneNoneELIGIBILITYAll the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge.None
17211326430000NoneNoneELIGIBILITYDefect liability period is One (1) year from the date of actual completion of the work.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNone3.2(b). To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs. 68.48 Lakhs.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNone3.2 (c). To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 3321.00 cum (b) GSB : 383.00 Cum (c) WMM / WBM : 1127.00 Cum (d) BM / BC / SDBC : 212.00 Cum. (e) PCC / RCC : 195.00 Cum.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Quantity wise work done certificate
NoneNoneNoneNone3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 273.92 Lakhs.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNone3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 68.48 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneList of Financial Resources with CertificatesFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedOtherskey technical and management personnel
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- key technical and management personnel
NoneNoneNoneNoneList of existing commitments and ongoing worksOthersList of existing commitments and ongoing works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of existing commitments and ongoing works
NoneNoneNoneNoneList of works for which tenders already submittedOthersList of works for which tenders already submitted
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works for which tenders already submitted
NoneNoneNoneNoneBanker Details for referenceOthersBanker Details for reference
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Banker Details for reference
NoneNoneNoneNoneAssessed Tender Capacityshall be more than the Tendered AmountOthersAssessed Tender Capacity/Bid capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Assessed Tender Capacity/Bid capacity
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
Similar Nature of single work done CertificateTrueTechnical Bid
Quantity wise workdone certificateTrueTechnical Bid
Line of credit / Bankers certificateTrueTechnical Bid
Assesed tender capacity / Bid capacityTrueTechnical Bid
Any other relevant documents.TrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsRaichuruRaichuruRaichurRAICHURRAICHURNoneNoneNoneNoneNoneNone
RoadsRaichuruRaichuruRaichurRAICHURRAICHURNoneNoneNoneNoneNoneNone
RoadsRaichuruRaichuruRaichurRAICHURRAICHURNoneNoneNoneNoneNoneNone
tenderAddress
createdTs1721135584000
version0
createdDateNone
modifiedDateNone
blockNumberOffice of the Executive Engineer PWD division Raichur.
streetNone
cityRAICHUR
stateKarnataka
pin584101
tenderRecallDTONone