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titleConstruction of B T Road and cc drain at Kote Area ward no 24 , sindhanur CMC limit sindhanur taluku (sindhanur Constituency)RCH2320243180 GEN
descriptionConstruction of B T Road and cc drain at Kote Area ward no 24 , sindhanur CMC limit sindhanur taluku (sindhanur Constituency)RCH2320243180 GEN
categoryWORKS
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17072889950001NoneNoneRoadsConstruction of B T Road and cc drain at Kote Area ward no 24 , sindhanur CMC limit sindhanur taluku (sindhanur Constituency)3852253.85
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
249136375422NoneSR of Roads and bridge Vol 1 DSR I.No. 1.12 P.No 8Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum99.7599.7511.25FalseNoneNoneFalseNoneFalse1122.18750
249136475422NoneSR of Roads and bridge Vol 3 DSR I.No. 4.17 406 A 4.17 406 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. m3 2,559.00 Cum2686.952686.9515.0FalseNoneNoneFalseNoneFalse40304.250
249136575422NoneSR of Roads and bridge Vol 3 DSR I.No. 5.1 P.No 315.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. " Sqm43.0543.054483.5FalseNoneNoneFalseNoneFalse193014.6750
249136675422NoneCommon S R Vol 3 DSR I.No.5.9 C.1P.No 33 for 2023-Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 m3 7,964.00 " Cum8362.28362.2224.17FalseNoneNoneFalseNoneFalse1874554.3740
249136775422NoneSR of Roads and bridge Vol 3 DSR I.No.Morth 5.3 P.5.3 503 (i) tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 12.00 " Sqm12.612.64483.5FalseNoneNoneFalseNoneFalse56492.10
249136875422NoneCommon S R Vol 3 DSR I.No.21-A1 P.No 43 for 2023-Semi Dense Bituminous Concrete 5.31 IRC-37: 2018 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 alignment and rolled as per MoRTH V revision. " Cum10659.610659.6112.09FalseNoneNoneFalseNoneFalse1194834.5640
249136975422NonePWD Common SR Volume 3 S.No.8.32 (h) P.No.18 for 2Solar Raised Pavement Markers Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not" Each2205.02205.0100.0FalseNoneNoneFalseNoneFalse220500.00
249137075422NonePWD Common SR Volume 3 S.No.8.13 (i) P.No.66 for Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width " Sqm213.15213.15240.0FalseNoneNoneFalseNoneFalse51156.00
249137175422NonePWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202Earth 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 work. In all kinds of soils Depth upto 3 m" Cum107.1107.136.45FalseNoneNoneFalseNoneFalse3903.7950
249137275422NonePWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" Cum5947.25947.26.08FalseNoneNoneFalseNoneFalse36158.9760
249137375422NonePWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" Cum6971.116971.119.0FalseNoneNoneFalseNoneFalse62739.990
249137475422NonePWD Common SR Volume 1 S.No.2.11 (h) P.No.111 for4. Cement Concrete Drain Walls 35% Cum2323.72323.79.0FalseNoneNoneFalseNoneFalse20913.30
249137575422NonePWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for 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" Tonne82961.5582961.551.05FalseNoneNoneFalseNoneFalse87109.62750
249137675422NonePWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023Providing and fixing board displaying information, such as 'Name of work, ender 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 hromate 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 olour 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. Asdirected by Engineer in Charge & MoRTH specification 804No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
17072889950001NoneNoneRoadsConstruction of B T Road and cc drain at Kote Area ward no 24 , sindhanur CMC limit sindhanur taluku (sindhanur Constituency)314934.5
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249137775423Nonecsr vol-6 part-II sl.no-6 item.no:1.06 page-3200006-PSC Pole-9.0M Long,200 kg WL No4408.954408.9510.0FalseNoneNoneFalseNoneFalse44089.50
249137875423Nonecsr vol-6 part-II sl.no-1 item.no:1.01 page-3200105-RCC Pole-9.0M Long,145 kg WL No7429.87429.810.0FalseNoneNoneFalseNoneFalse74298.00
249137975423NoneKPTCL SR280014 LT 4 Pin Cross Arm - GINo397.95397.9520.0FalseNoneNoneFalseNoneFalse7959.00
249138075423NoneKPTCL SR27901220-Stud pole guy using 8 Mtr Long No4800.64800.63.0FalseNoneNoneFalseNoneFalse14401.80
249138175423NoneKPTCL SR2811101-Guy with Complete setSet (1)1228.51228.53.0FalseNoneNoneFalseNoneFalse3685.50
249138275423Nonecsr vol-6 part-II sl.no-49 item.no:6.03 page-5283003-1.1kV Pin Insulator (Shell on No32.5532.5560.0FalseNoneNoneFalseNoneFalse1953.00
249138375423Nonecsr vol-6 part-II sl.no-50 item.no:6.04 page-5283053-1.1kV Pin Insulator (G.I Pin No36.7536.7560.0FalseNoneNoneFalseNoneFalse2205.00
249138475423Nonecsr vol-6 part-II sl.no-53 item.no:6.07 page-5283158-NO.8 Strain Insulator No28.3528.3515.0FalseNoneNoneFalseNoneFalse425.250
249138575423Nonecsr vol-6 part-II sl.no-58 item.no:7.01 page-5284105-Weasel ACSR Conductor Km29293.9529293.950.75FalseNoneNoneFalseNoneFalse21970.46250
249138675423Nonecsr vol-6 part-II item.no:11.8.2 page-46Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuserwith Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ LumenNo4225.24225.214.0FalseNoneNoneFalseNoneFalse59152.80
249138775423Nonecsr vol-6 part-II item.no:5.48 page-21Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers No5085.155085.155.0FalseNoneNoneFalseNoneFalse25425.750
249138875423NoneKPTCL SRReleasing Of Ordinary SoilNo475.34475.3420.0FalseNoneNoneFalseNoneFalse9506.80
249138975423Nonecsr vol-6 Labour charges sl.no-30 item.no:2.02 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depthNo1168.651168.6510.0FalseNoneNoneFalseNoneFalse11686.50
249139075423Nonecsr vol-6 Labour charges sl.no-148 item.no:17.05.2Loading & unloading of 9 mtr RCC/PSC polesNo149.1149.110.0FalseNoneNoneFalseNoneFalse1491.00
249139175423Nonecsr vol-6 Labour charges sl.no-03 item.no:1.1.1Ordinary Soil No660.45660.4510.0FalseNoneNoneFalseNoneFalse6604.50
249139275423Nonecsr vol-6 Labour charges sl.no-30 item.no:2.02 pagErection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth No1168.651168.6510.0FalseNoneNoneFalseNoneFalse11686.50
249139375423Nonecsr vol-6 Labour charges sl.no-148 item.no:17.05.2Loading & unloading of 9 mtr RCC/PSC poles No149.1149.110.0FalseNoneNoneFalseNoneFalse1491.00
249139475423Nonecsr vol-6 Labour charges sl.no-01 item.no:1.1.1 paOrdinary Soil Per Pit660.45660.4510.0FalseNoneNoneFalseNoneFalse6604.50
249139575423Nonecsr vol-6 Labour charges sl.no-50 item.no:5.02Fixing of 4 Pin cross arm with insulator and Braces fixing Each168.0168.020.0FalseNoneNoneFalseNoneFalse3360.00
249139675423NoneLabour charges sl.no-26 item.no:1.7.2 page-4Hard Soil Per Pit660.45660.453.0FalseNoneNoneFalseNoneFalse1981.350
249139775423Nonecsr vol-6Labour charges sl.no-58 item.no:5.1 page-a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT)Per Set211.05211.053.0FalseNoneNoneFalseNoneFalse633.150
249139875423Nonecsr vol-6 Labour chargessl.no-25 item.no:1.7.1 pagOrdinary Soil Per Pit343.35343.353.0FalseNoneNoneFalseNoneFalse1030.050
249139975423Nonecsr vol-6 Labour charges sl.no-124 item.no:16.01 pReleasing Of Releasing & Restringing/Tightenig of loose spans a) Weasel/SquirrelPer Km1051.791051.790.75FalseNoneNoneFalseNoneFalse788.84250
249140075423Nonecsr vol-6 Labour chargessl.no-64 item.no:6.01 pageStringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Per Km3339.03339.00.75FalseNoneNoneFalseNoneFalse2504.250
17073059060000NoneNoneRoadsConstruction of B T Road and cc drain at Kote Area ward no 24 , sindhanur CMC limit sindhanur taluku (sindhanur Constituency)RCH2320243180 GEN4167188.35
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
249862275754NoneSR of Roads and bridge Vol 1 DSR I.No. 1.12 P.No 8Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum99.7599.7511.25FalseNoneNoneFalseNoneFalse1122.18750
249863675754Nonecsr vol-6 part-II sl.no-6 item.no:1.06 page-3200006-PSC Pole-9.0M Long,200 kg WL No4408.954408.9510.0FalseNoneNoneFalseNoneFalse44089.50
249862375754NoneSR of Roads and bridge Vol 3 DSR I.No. 4.17 406 A 4.17 406 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. m3 2,559.00 Cum2686.952686.9515.0FalseNoneNoneFalseNoneFalse40304.250
249863775754Nonecsr vol-6 part-II sl.no-1 item.no:1.01 page-3200105-RCC Pole-9.0M Long,145 kg WL No7429.87429.810.0FalseNoneNoneFalseNoneFalse74298.00
249862475754NoneSR of Roads and bridge Vol 3 DSR I.No. 5.1 P.No 315.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. " Sqm43.0543.054483.5FalseNoneNoneFalseNoneFalse193014.6750
249863875754NoneKPTCL SR280014 LT 4 Pin Cross Arm - GINo397.95397.9520.0FalseNoneNoneFalseNoneFalse7959.00
249862575754NoneCommon S R Vol 3 DSR I.No.5.9 C.1P.No 33 for 2023-Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 m3 7,964.00 " Cum8362.28362.2224.17FalseNoneNoneFalseNoneFalse1874554.3740
249863975754NoneKPTCL SR27901220-Stud pole guy using 8 Mtr Long No4800.64800.63.0FalseNoneNoneFalseNoneFalse14401.80
249864075754NoneKPTCL SR2811101-Guy with Complete setSet (1)1228.51228.53.0FalseNoneNoneFalseNoneFalse3685.50
249862675754NoneSR of Roads and bridge Vol 3 DSR I.No.Morth 5.3 P.5.3 503 (i) tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 12.00 " Sqm12.612.64483.5FalseNoneNoneFalseNoneFalse56492.10
249862775754NoneCommon S R Vol 3 DSR I.No.21-A1 P.No 43 for 2023-Semi Dense Bituminous Concrete 5.31 IRC-37: 2018 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 alignment and rolled as per MoRTH V revision. " Cum10659.610659.6112.09FalseNoneNoneFalseNoneFalse1194834.5640
249864175754Nonecsr vol-6 part-II sl.no-49 item.no:6.03 page-5283003-1.1kV Pin Insulator (Shell on No32.5532.5560.0FalseNoneNoneFalseNoneFalse1953.00
249862875754NonePWD Common SR Volume 3 S.No.8.32 (h) P.No.18 for 2Solar Raised Pavement Markers Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not" Each2205.02205.0100.0FalseNoneNoneFalseNoneFalse220500.00
249864275754Nonecsr vol-6 part-II sl.no-50 item.no:6.04 page-5283053-1.1kV Pin Insulator (G.I Pin No36.7536.7560.0FalseNoneNoneFalseNoneFalse2205.00
249862975754NonePWD Common SR Volume 3 S.No.8.13 (i) P.No.66 for Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width " Sqm213.15213.15240.0FalseNoneNoneFalseNoneFalse51156.00
249864375754Nonecsr vol-6 part-II sl.no-53 item.no:6.07 page-5283158-NO.8 Strain Insulator No28.3528.3515.0FalseNoneNoneFalseNoneFalse425.250
249864475754Nonecsr vol-6 part-II sl.no-58 item.no:7.01 page-5284105-Weasel ACSR Conductor Km29293.9529293.950.75FalseNoneNoneFalseNoneFalse21970.46250
249863075754NonePWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202Earth 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 work. In all kinds of soils Depth upto 3 m" Cum107.1107.136.45FalseNoneNoneFalseNoneFalse3903.7950
249863175754NonePWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" Cum5947.25947.26.08FalseNoneNoneFalseNoneFalse36158.9760
249864575754Nonecsr vol-6 part-II item.no:11.8.2 page-46Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuserwith Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ LumenNo4225.24225.214.0FalseNoneNoneFalseNoneFalse59152.80
249864675754Nonecsr vol-6 part-II item.no:5.48 page-21Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers No5085.155085.155.0FalseNoneNoneFalseNoneFalse25425.750
249863275754NonePWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" Cum6971.116971.119.0FalseNoneNoneFalseNoneFalse62739.990
249864775754NoneKPTCL SRReleasing Of Ordinary SoilNo475.34475.3420.0FalseNoneNoneFalseNoneFalse9506.80
249863375754NonePWD Common SR Volume 1 S.No.2.11 (h) P.No.111 for4. Cement Concrete Drain Walls 35% Cum2323.72323.79.0FalseNoneNoneFalseNoneFalse20913.30
249864875754Nonecsr vol-6 Labour charges sl.no-30 item.no:2.02 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depthNo1168.651168.6510.0FalseNoneNoneFalseNoneFalse11686.50
249863475754NonePWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for 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" Tonne82961.5582961.551.05FalseNoneNoneFalseNoneFalse87109.62750
249864975754Nonecsr vol-6 Labour charges sl.no-148 item.no:17.05.2Loading & unloading of 9 mtr RCC/PSC polesNo149.1149.110.0FalseNoneNoneFalseNoneFalse1491.00
249863575754NonePWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023Providing and fixing board displaying information, such as 'Name of work, ender 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 hromate 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 olour 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. Asdirected by Engineer in Charge & MoRTH specification 804No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
249865075754Nonecsr vol-6 Labour charges sl.no-03 item.no:1.1.1Ordinary Soil No660.45660.4510.0FalseNoneNoneFalseNoneFalse6604.50
249865175754Nonecsr vol-6 Labour charges sl.no-30 item.no:2.02 pagErection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth No1168.651168.6510.0FalseNoneNoneFalseNoneFalse11686.50
249865275754Nonecsr vol-6 Labour charges sl.no-148 item.no:17.05.2Loading & unloading of 9 mtr RCC/PSC poles No149.1149.110.0FalseNoneNoneFalseNoneFalse1491.00
249865375754Nonecsr vol-6 Labour charges sl.no-01 item.no:1.1.1 paOrdinary Soil Per Pit660.45660.4510.0FalseNoneNoneFalseNoneFalse6604.50
249865475754Nonecsr vol-6 Labour charges sl.no-50 item.no:5.02Fixing of 4 Pin cross arm with insulator and Braces fixing Each168.0168.020.0FalseNoneNoneFalseNoneFalse3360.00
249865575754NoneLabour charges sl.no-26 item.no:1.7.2 page-4Hard Soil Per Pit660.45660.453.0FalseNoneNoneFalseNoneFalse1981.350
249865675754Nonecsr vol-6Labour charges sl.no-58 item.no:5.1 page-a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT)Per Set211.05211.053.0FalseNoneNoneFalseNoneFalse633.150
249865775754Nonecsr vol-6 Labour chargessl.no-25 item.no:1.7.1 pagOrdinary Soil Per Pit343.35343.353.0FalseNoneNoneFalseNoneFalse1030.050
249865875754Nonecsr vol-6 Labour charges sl.no-124 item.no:16.01 pReleasing Of Releasing & Restringing/Tightenig of loose spans a) Weasel/SquirrelPer Km1051.791051.790.75FalseNoneNoneFalseNoneFalse788.84250
249865975754Nonecsr vol-6 Labour chargessl.no-64 item.no:6.01 pageStringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Per Km3339.03339.00.75FalseNoneNoneFalseNoneFalse2504.250
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17072889980000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17072889980000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17072889980001NoneNoneELIGIBILITYThe 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
17073038710000NoneNoneELIGIBILITYAs 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
17073038860000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17073050440000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17073050560000NoneNoneELIGIBILITYThe 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
17073050730000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reason.None
17073050860000NoneNoneELIGIBILITYTenderer 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
17073051490000NoneNoneELIGIBILITYBidders are advised to note that, 18% GST will be added to the contract amount.None
17073051690000NoneNoneELIGIBILITYThe 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
17073052190000NoneNoneELIGIBILITYIf 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
17073052570000NoneNoneELIGIBILITYThe work should be completed in 04 (FOUR) Months ( including monsoon)None
17073052900000NoneNoneELIGIBILITYThe KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will applyNone
17073053100000NoneNoneELIGIBILITYAll 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
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
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
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 awardedNoneNone
NoneNoneNoneNoneProposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)NoneNone
NoneNoneNoneNone3.2) To qualify for award of this contract, each tenderer in its name should have in the last five years i.e. 2018-19 to 2022-23) (b) Mandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50% of the cost of the work i.e., Rs: 20.84 Lakhs.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo qualify for award of this contract, each tenderer in its name should have in the last five years i.e. 2018-19 to 2022-23) (a) achieved in at least Two financial years and average financial turnover (in all classes of civil engineering construction works only) not less than the estimated annual payments under this contract i.e.,41.67 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
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)
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)
NoneNoneNoneNoneBanker Details for referenceFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Banker Details
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
Similar nature of single work done certificateTrueTechnical Bid
Assesed tender capacityTrueTechnical Bid
Existing commitments or Ongoing worksTrueTechnical Bid
Any other relevant documentsTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone