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titleConstruction of Road, Electrical Poles, Pavers, Drain and Divider from B H Kalyan Mantap to Club at Deodurga Town in Deodurga Taluka Dist. Raichur. Under KKRDB Micro (TSP) for the year 2023-24.(RCH2316242538)
descriptionConstruction of Road, Electrical Poles, Pavers, Drain and Divider from B H Kalyan Mantap to Club at Deodurga Town in Deodurga Taluka Dist. Raichur. Under KKRDB Micro (TSP) for the year 2023-24.(RCH2316242538)
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17168956510001NoneNoneRoadsMEDIAN AND DIVIDER TO ROAD12676864.69
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3193524109770NonePWD 2023-24 SR Vol-I I No. 1.5.1 Page No. 6Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depthCum313.95313.95338.62FalseNoneNoneFalseNoneFalse106309.7490
3193525109770NonePWD 2023-24 S R Vol-I I No. 2.1.4 Page 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 20 mm nominal size graded crushed coarse aggregatesCum6527.856527.85207.57FalseNoneNoneFalseNoneFalse1354985.82450
3193526109770NonePWD 2023-24 S R Vol-3 I No. 8.2 (b) Page No. 63Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M20 grade for kerb Cast in Situm389.55389.552714.4FalseNoneNoneFalseNoneFalse1057394.520
3193527109770NonePWD 2023-24 S R Vol-I I No. 1.8 Page No. 7Construction 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.Cum497.7497.7198.0FalseNoneNoneFalseNoneFalse98544.60
3193528109770NonePWD 2023-24 S R Vol-II I No. 11.34B Page No. 86Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.Kg192.15192.1549500.0FalseNoneNoneFalseNoneFalse9511425.00
3193529109770NonePWD 2023-24 S R Vol-II I No. 8.40 Page No. 48Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm120.75120.754540.0FalseNoneNoneFalseNoneFalse548205.00
17168956510001NoneNoneRoadsElectrical Poles12514955.51
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3193530109771NonePWD 2023-24 S R Vol-I I No. 1.5.1 Page No. 6Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depthCum313.95313.95141.75FalseNoneNoneFalseNoneFalse44502.41250
3193531109771NonePWD 2023-24 S R Vol-I I No. 2.1.2 Page 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.214.18FalseNoneNoneFalseNoneFalse84331.2960
3193532109771NonePWD 202-24 S R Vol-I I No. 2.5.1 Page No. 16Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 aggregatesCum6961.56961.545.93FalseNoneNoneFalseNoneFalse319741.6950
3193533109771NonePWD 2023-24 Sr Vol-I Sl No. 1(b) Page No. 111Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth for All other types add 3%Cum208.84208.8445.93FalseNoneNoneFalseNoneFalse9592.02120
3193534109771NonePWD 2023-24 Sr Vol-I I No. 2.11 (h) Page 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 structurest82961.5582961.551.61FalseNoneNoneFalseNoneFalse133568.09550
3193535109771NoneApproved RatesDecorative light poles: Fabricating, supplying and erection of 11 Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet for MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for 11 Mtrs pole in double/single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom 200mm, top 70 mm with 3mm thick, 2no’s of poles, The poles should be painted aesthetically using good quality PU auto coat paint. The centre pole should be 3mtr height 165mm dia 3mm thick having 1mtr perforation from 1.5mtr to 2.5mtr height. The poly carbonate pipe housed inside the perforation along with color changing LED visible from all side. The foundation plate should be suitable to fix 2no’s of 11 mtr bent at side of this pole. The suitable aluminum head placed at top including PC cover having 7watt LED Bulb inside suitable base plate and 6no’s of M-24 long J Bolts along with template and necessary arrangements. The pole shall be Hot dip galvanized in single dipping with not less than 65 micron as per ASTM-A 123 and 153 etc.,. EOI approved rate. The pole should be as shown in attached picture.Each82249.082249.042.0FalseNoneNoneFalseNoneFalse3454458.00
3193536109771None2023-24 Sr Vol-6 I No. 13.5 Page No. 56 of 105Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires.Each162.0162.084.0FalseNoneNoneFalseNoneFalse13608.00
3193537109771None2023-24 Sr Vol-6 I No. 11.8.8Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT Greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire Greater than IK08. Power Factor Greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED EfficiencyGreater than1301m/w, nominal CRI Greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 200 WEach19094.019094.084.0FalseNoneNoneFalseNoneFalse1603896.00
3193538109771NonePWD 2019-20 Ele S R I No. 6.4.4Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 4 core 16 sqmmMtr150.0150.01680.0FalseNoneNoneFalseNoneFalse252000.00
3193539109771NonePWD 2019-20 Ele Sr I No. 6.5.1Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure 6 sqmm to 16 sqmmMtr11.8811.881680.0FalseNoneNoneFalseNoneFalse19958.40
3193540109771None2023-24 S R Vol-6 I No. 2.5.3 Page No. 6 of 105Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 4C x 1.5 mm2m94.094.0991.2FalseNoneNoneFalseNoneFalse93172.80
3193541109771NoneAs per Civil SR KSRB I-2, P-7Digging of trench of 06m deep x 0.50 mtr wide refilling the trench to the required ground level and consolodating etc.,completem102.0102.01680.0FalseNoneNoneFalseNoneFalse171360.00
3193542109771None2023-24 S R Vol-5 I No. 13.39 Page No. 157Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.Job3937.53937.510.0FalseNoneNoneFalseNoneFalse39375.00
3193543109771None2023-24 S R Vol-3 I No. 5.3 Page No. 31Providing 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 broomSqm12.612.621000.0FalseNoneNoneFalseNoneFalse264600.00
3193544109771None2023-24 Sr Vol-3 I No. 5.31 Page 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.Cum10659.610659.6525.0FalseNoneNoneFalseNoneFalse5596290.00
3193545109771None2023-24 S R Vol-3 I No. 8.15 Page No. 67Providing 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.Sqm556.5556.5640.0FalseNoneNoneFalseNoneFalse356160.00
3193546109771None2023-24 Sr Vol-3 I No. 8.6 (i) Page No. 64Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 120 cm equilateral triangleEach6667.56667.56.0FalseNoneNoneFalseNoneFalse40005.00
3193547109771None2023-24 Sr Vol-3 I No. 8.8 Page No. 65Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawingSqm10187.110187.11.8FalseNoneNoneFalseNoneFalse18336.780
17168977710001NoneNoneRoadsConstruction of Road, Electrical Poles, Pavers, Drain and Divider from B H Kalyan Mantap to Club at Deodurga Town in Deodurga Taluka Dist. Raichur. Under KKRDB Micro (TSP) for the year 2023-24.(RCH2316242538)25191820.19
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3193644109796NonePWD 2023-24 SR Vol-I I No. 1.5.1 Page No. 6Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depthCum313.95313.95338.62FalseNoneNoneFalseNoneFalse106309.7490
3193650109796NonePWD 2023-24 S R Vol-I I No. 1.5.1 Page No. 6Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depthCum313.95313.95141.75FalseNoneNoneFalseNoneFalse44502.41250
3193645109796NonePWD 2023-24 S R Vol-I I No. 2.1.4 Page 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 20 mm nominal size graded crushed coarse aggregatesCum6527.856527.85207.57FalseNoneNoneFalseNoneFalse1354985.82450
3193651109796NonePWD 2023-24 S R Vol-I I No. 2.1.2 Page 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.214.18FalseNoneNoneFalseNoneFalse84331.2960
3193652109796NonePWD 202-24 S R Vol-I I No. 2.5.1 Page No. 16Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 aggregatesCum6961.56961.545.93FalseNoneNoneFalseNoneFalse319741.6950
3193646109796NonePWD 2023-24 S R Vol-3 I No. 8.2 (b) Page No. 63Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M20 grade for kerb Cast in Situm389.55389.552714.4FalseNoneNoneFalseNoneFalse1057394.520
3193653109796NonePWD 2023-24 Sr Vol-I Sl No. 1(b) Page No. 111Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth for All other types add 3%Cum208.84208.8445.93FalseNoneNoneFalseNoneFalse9592.02120
3193647109796NonePWD 2023-24 S R Vol-I I No. 1.8 Page No. 7Construction 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.Cum497.7497.7198.0FalseNoneNoneFalseNoneFalse98544.60
3193654109796NonePWD 2023-24 Sr Vol-I I No. 2.11 (h) Page 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 structurest82961.5582961.551.61FalseNoneNoneFalseNoneFalse133568.09550
3193648109796NonePWD 2023-24 S R Vol-II I No. 11.34B Page No. 86Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.Kg192.15192.1549500.0FalseNoneNoneFalseNoneFalse9511425.00
3193649109796NonePWD 2023-24 S R Vol-II I No. 8.40 Page No. 48Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm120.75120.754540.0FalseNoneNoneFalseNoneFalse548205.00
3193655109796NoneApproved RatesDecorative light poles: Fabricating, supplying and erection of 11 Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet for MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for 11 Mtrs pole in double/single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom 200mm, top 70 mm with 3mm thick, 2no’s of poles, The poles should be painted aesthetically using good quality PU auto coat paint. The centre pole should be 3mtr height 165mm dia 3mm thick having 1mtr perforation from 1.5mtr to 2.5mtr height. The poly carbonate pipe housed inside the perforation along with color changing LED visible from all side. The foundation plate should be suitable to fix 2no’s of 11 mtr bent at side of this pole. The suitable aluminum head placed at top including PC cover having 7watt LED Bulb inside suitable base plate and 6no’s of M-24 long J Bolts along with template and necessary arrangements. The pole shall be Hot dip galvanized in single dipping with not less than 65 micron as per ASTM-A 123 and 153 etc.,. EOI approved rate. The pole should be as shown in attached picture.Each82249.082249.042.0FalseNoneNoneFalseNoneFalse3454458.00
3193656109796None2023-24 Sr Vol-6 I No. 13.5 Page No. 56 of 105Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires.Each162.0162.084.0FalseNoneNoneFalseNoneFalse13608.00
3193657109796None2023-24 Sr Vol-6 I No. 11.8.8Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT Greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire Greater than IK08. Power Factor Greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED EfficiencyGreater than1301m/w, nominal CRI Greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 200 WEach19094.019094.084.0FalseNoneNoneFalseNoneFalse1603896.00
3193658109796NonePWD 2019-20 Ele S R I No. 6.4.4Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 4 core 16 sqmmMtr150.0150.01680.0FalseNoneNoneFalseNoneFalse252000.00
3193659109796NonePWD 2019-20 Ele Sr I No. 6.5.1Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure 6 sqmm to 16 sqmmMtr11.8811.881680.0FalseNoneNoneFalseNoneFalse19958.40
3193660109796None2023-24 S R Vol-6 I No. 2.5.3 Page No. 6 of 105Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 4C x 1.5 mm2m94.094.0991.2FalseNoneNoneFalseNoneFalse93172.80
3193661109796NoneAs per Civil SR KSRB I-2, P-7Digging of trench of 06m deep x 0.50 mtr wide refilling the trench to the required ground level and consolodating etc.,completem102.0102.01680.0FalseNoneNoneFalseNoneFalse171360.00
3193662109796None2023-24 S R Vol-5 I No. 13.39 Page No. 157Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.Job3937.53937.510.0FalseNoneNoneFalseNoneFalse39375.00
3193663109796None2023-24 S R Vol-3 I No. 5.3 Page No. 31Providing 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 broomSqm12.612.621000.0FalseNoneNoneFalseNoneFalse264600.00
3193664109796None2023-24 Sr Vol-3 I No. 5.31 Page 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.Cum10659.610659.6525.0FalseNoneNoneFalseNoneFalse5596290.00
3193665109796None2023-24 S R Vol-3 I No. 8.15 Page No. 67Providing 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.Sqm556.5556.5640.0FalseNoneNoneFalseNoneFalse356160.00
3193666109796None2023-24 Sr Vol-3 I No. 8.6 (i) Page No. 64Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 120 cm equilateral triangleEach6667.56667.56.0FalseNoneNoneFalseNoneFalse40005.00
3193667109796None2023-24 Sr Vol-3 I No. 8.8 Page No. 65Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawingSqm10187.110187.11.8FalseNoneNoneFalseNoneFalse18336.780
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17168956520000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17168956520000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17168956520001NoneNoneELIGIBILITYThe 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
17168956520000NoneNoneELIGIBILITYIt 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
17168956520000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17168957210000NoneNoneELIGIBILITYAs 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
17168957280000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17168957340000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17168957410000NoneNoneELIGIBILITYThe 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
17168957480000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reason.None
17168957560000NoneNoneELIGIBILITYTenderer 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
17168957630000NoneNoneELIGIBILITYBidders are advised to note that, 18% GST will be added to the contract amount.None
17168957690000NoneNoneELIGIBILITYThe 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
17168957760000NoneNoneELIGIBILITYThe bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected.None
17168957840000NoneNoneELIGIBILITYIf 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
17168958050000NoneNoneELIGIBILITYThe work should be completed in 9 (Nine) Months ( including monsoon).None
17168958120000NoneNoneELIGIBILITYThe KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will apply.None
17168958180000NoneNoneELIGIBILITYAll 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
17168958440000NoneNoneELIGIBILITYThe Defects Liability Period is one year from the date of completionNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)NoneNone
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
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
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
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNone3.2.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 percent of annual rate or requirement) (a) Earthwork excavation/Subgrade/Embankment:543.00 cum (b)PCC/RCC:214.00 cum (c)BM/BC/SDBC:420.00 cum (d)Supply and Erection of LED Streetlight and Decorative light poles:34.00 Nos (e)Providing and fixing M.S.grills :39600.00 Kg (f)Steel :1.30 tonnes.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNone3.2. 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. 125.96 Lakhs.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNone3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 83.97 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
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 503.84 Lakhs.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
PWD Registration CertificateTrueTechnical Bid
Annual Turnover Certificate Not below the rank of Chartered Accountant with UDI NumberTrueTechnical Bid
Similar Nature of single work done CertificateTrueTechnical Bid
Quantity wise workdone certificateTrueTechnical Bid
lLine of credit / Bankers certificateTrueTechnical Bid
Assesed tender capacity / Bid capacityTrueTechnical Bid
Any other relevant documentsTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1716898125000
version0
createdDateNone
modifiedDateNone
blockNumberEXECUTIVE ENGINEER, PWE DIVISION RAICHUR, NEAR COURT COMPLEX
streetNone
cityRAICHUR
stateKarnataka
pin584101
tenderRecallDTONone