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noticeInvitingTenderDTO	createdTs 1723895301037 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 720831.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 08-09-2024 17:00:00 tenderQueryClose 05-09-2024 17:30:00 technicalBidOpen 11-09-2024 17:00:00 publishedDate 19-08-2024 16:52:41 publishedByPost PWD_EE_DIV_MYS publishedByUser KPE11845 - G RAJU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-08-2024 10:01:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson G RAJU splitEmdRequiredYn True emdBankGuarantee 620831.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212402810 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1723895301077 version 6 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT12015 title IMPEROVEMENTS TO THE ROAD FROM BILIGERE HOBLI SONAHALLI VILLAGE TO JOINING KALKUNDA VILLAGE IN NANJANGUD TALUK,MYSURU DISTRICT (ONE TIME IMPROVEMENT) description IMPEROVEMENTS TO THE ROAD FROM BILIGERE HOBLI SONAHALLI VILLAGE TO JOINING KALKUNDA VILLAGE IN NANJANGUD TALUK,MYSURU DISTRICT (ONE TIME IMPROVEMENT) category WORKS categoryText Works ecv 48055387.81 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1674 locationName PWD Division Office Mysuru provisionalAmount 49500000.0 groupOverheadTotal 0.0 fileNumber PWD/MYS/NO2/SONAHALLI/495
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723895301000 1 None None Roads IMPEROVEMENTS TO THE ROAD FROM BILIGERE HOBLI SONAHALLI VILLAGE TO JOINING KALKUNDA VILLAGE IN NANJANGUD TALUK,MYSURU DISTRICT (ONE TIME IMPROVEMENT) 43443155.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798105 144039 None 2.4 vol 3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical means using dozer A In area of light jungle P.No-9, I.No-2.4 PWD SR VOL-3 2023-24) 100 Sqm 463.74 463.74 74.88 False None None False None False 34724.8512 0 3798106 144039 None 16.8 -b vol 3 Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. B) Mechanical Means" P.No-144, I.No-16.8-b PWD SR VOL-3 2023-24 m 29.5 29.5 4368.0 False None None False None False 128856.0 0 3798107 144039 None 3.7 vol 3 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (PWD SR 2023-24 ,Vol 3,Item No 3.7 Page No 17) Cum 123.9 123.9 3744.0 False None None False None False 463881.6 0 3798108 144039 None 1.12 vol 1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, 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. (PWD SR 2023-24 ,Vol 1,Item No 1.12 Page No36) Cum 112.1 112.1 1072.74 False None None False None False 120254.154 0 3798109 144039 None 1.7 vol 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (P.No-7, I.No-1.7 PWD SR VOL-1 2023-24) CUBIC METER 140.42 140.42 1072.24 False None None False None False 150563.9408 0 3798110 144039 None 3.6 vol 3 Construction 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. 300-2 (P.No-17, I.No-3.6 PWD SR VOL-3 2023-24) CUBIC METER 581.74 581.74 6961.5 False None None False None False 4049783.01 0 3798111 144039 None 4.1A v VOL 3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (P.No-23, I.No-5.1-A-v PWD SR VOL-3 2023-24) CUBIC METER 2934.66 2934.66 3525.6 False None None False None False 10346437.296 0 3798112 144039 None i no 4.17 vol 3 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. P.No-26, I.No-4.17 PWD SR VOL-3 2023-24) CUBIC METER 3019.62 3019.62 2675.42 False None None False None False 8078751.7404 0 3798113 144039 None 5.1A(i) vol 3 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (P.No-31, I.No-5.1A(I) PWD SR VOL-3 2023-24) Sqm 48.38 48.38 11734.38 False None None False None False 567709.3044 0 3798114 144039 None 5.33 vol 3 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared granular surface cleaned with mechanical broom (P.No-43, I.No-5.33 PWD SR VOL-3 2023-24) Sqm 17.7 17.7 11734.38 False None None False None False 207698.526 0 3798115 144039 None 5.6 C VOL 3 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD SR 2023-24-22 ,Vol 3,Item No 5.6 C Page No 32) CUBIC METER 8805.16 8805.16 586.72 False None None False None False 5166163.4752 0 3798116 144039 None 5.20 BC VOL 3(ii) Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type - B(P.No-39, I.No-5.20 (ii) PWD SR VOL-3 2023-24) Sqm 207.68 207.68 11734.38 False None None False None False 2436996.0384 0 3798117 144039 None 16.3.7 BWSSB SR VOL-5 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveyin to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 600 mm dia. (P.No-188, I.No-16.3.7 BWSSB SR VOL-5 2023-24) Mtr 3705.2 3705.2 75.0 False None None False None False 277890.0 0 3798118 144039 None 1.8 vol 1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,r olling,water,all materials,usage& all other appurtenances required to complete the work.(P.No-7, I.No-1.8 PWD SR VOL-1 2023-24) Cum 559.32 559.32 19610.87 False None None False None False 10968751.8084 0 3798119 144039 None 8.7 vol 3 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed overaluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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 drawing(P.No-65, I.No-8.7 PWD SR VOL-3 2023-24) Sqm 10631.8 10631.8 2.7 False None None False None False 28705.86 0 3798120 144039 None 8.16-ii vol 3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etcOrdinary kilometer stone (precast) (P.No-67, I.No-8.16-ii PWD SR VOL-3 2023-24) Each 3453.86 3453.86 4.0 False None None False None False 13815.44 0 3798121 144039 None 8.15 vol 3 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.(P.No-67, I.No-8.15 PWD SR VOL-3 2023-24) Sqm 625.4 625.4 624.0 False None None False None False 390249.6 0 3798122 144039 None 8.16-iii vol 3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) (P.No-67, I.No-8.16-iii PWD SR VOL-3 2023-24) Each 993.56 993.56 12.0 False None None False None False 11922.72 0 1723895301000 1 None None Roads Construction of Box Culvert (1x1) 1 Vent 210 Mts,300 Mts ,2070 Mts 931248.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798123 144040 None 1.14.1 VOL 1 Earth 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 (P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 109.8 False None None False None False 13215.528 0 3798124 144040 None 2.4.1 VOL 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24) Cum 7067.02 7067.02 10.08 False None None False None False 71235.5616 0 3798125 144040 None 2.4.2 VOL 1 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 7461.14 7461.14 54.08 False None None False None False 403498.4512 0 3798126 144040 None 2.4.2 VOL 1 Form work for Cement concrete drain works M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 2611.4 2611.4 54.08 False None None False None False 141224.512 0 3798127 144040 None 2.11 h vol 3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) Tonne 93232.98 93232.98 3.24 False None None False None False 302074.8552 0 1723895301000 1 None None Roads Construction of Box Culvert (2x2) 2 Vent 720 Mts 2086655.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798128 144041 None 1.14.1 VOL 1 Earth 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 (P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 451.27 False None None False None False 54314.8572 0 3798129 144041 None 2.4.1 VOL 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24) Cum 7067.02 7067.02 14.01 False None None False None False 99008.9502 0 3798130 144041 None 2.4.2 VOL 1 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 7461.14 7461.14 122.92 False None None False None False 917123.3288 0 3798131 144041 None 2.4.2 VOL 1 Form work for Cement concrete drain works M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 2611.4 2611.4 122.92 False None None False None False 320993.288 0 3798132 144041 None 2.11 h vol 3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) Tonne 93232.98 93232.98 6.15 False None None False None False 573382.827 0 3798133 144041 None 14.4 A vol 3 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder (P.No-129, I.No-14.4 A PWD SR VOL-3 2023-24) Cum 2256.16 2256.16 54.0 False None None False None False 121832.64 0 1723895301000 1 None None Roads Construction of CC Drain 1112013.64 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798134 144042 None 1.14.1 VOL 1 Earth 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 (P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 188.52 False None None False None False 22690.2672 0 3798135 144042 None 2.4.1 VOL 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24) Cum 7067.02 7067.02 22.68 False None None False None False 160280.0136 0 3798136 144042 None 2.4.2 VOL 1 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 7461.14 7461.14 69.28 False None None False None False 516907.7792 0 3798137 144042 None 2.4.2 VOL 1 Form work for Cement concrete drain works M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 2611.4 2611.4 69.28 False None None False None False 180917.792 0 3798138 144042 None 2.11 h vol 3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) Tonne 93232.98 93232.98 2.48 False None None False None False 231217.7904 0 1723895301000 1 None None Roads Maintenance (5 years) 347314.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798139 144043 None 2.5 ii (A) vol 3 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) 100 Sqm 463.74 463.74 56.16 False None None False None False 26043.6384 0 3798140 144043 None 2.5 ii (A) Vol 3 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) 100 Sqm 463.74 463.74 56.16 False None None False None False 26043.6384 0 3798141 144043 None 2.5 ii (A) vol 3 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) 100 Sqm 463.74 463.74 56.16 False None None False None False 26043.6384 0 3798142 144043 None 10.15 vol 3 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 Sqm 310.34 310.34 58.5 False None None False None False 18154.89 0 3798143 144043 None 10.15 vol 3 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 Sqm 310.34 310.34 117.0 False None None False None False 36309.78 0 3798144 144043 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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. In all kinds of soils Depth upto 3 m (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 4th Year Cum 120.36 120.36 16.09 False None None False None False 1936.5924 0 3798145 144043 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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. In all kinds of soils Depth upto 3 m (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 5th Year Cum 120.36 120.36 16.09 False None None False None False 1936.5924 0 3798146 144043 None 10.2 vol 3 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches Sqm 114.46 114.46 288.6 False None None False None False 33033.156 0 3798147 144043 None 10.2 vol 3 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches Sqm 114.46 114.46 288.6 False None None False None False 33033.156 0 3798148 144043 None 16.19 vol 3 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Mtr 7.08 7.08 6240.0 False None None False None False 44179.2 0 3798149 144043 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 3rd Year m 7.08 7.08 6240.0 False None None False None False 44179.2 0 3798150 144043 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 4th Year m 7.08 7.08 6240.0 False None None False None False 44179.2 0 3798151 144043 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 (Common SR Vol-3 , P.No : 147, I.No : 16.22) 5th Year Km 2341.12 2341.12 3.12 False None None False None False 7304.2944 0 3798152 144043 None 16.24 vol 3 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i))(i)) 5th Year Km 243.08 243.08 3.12 False None None False None False 758.4096 0 3798153 144043 None 16.24 vol 3 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) 5th year Km 1339.3 1339.3 3.12 False None None False None False 4178.616 0 1723895301000 1 None None Roads Electric pole shifting 135000.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798154 144044 None Bescom Part-III,Pg 1, I.No 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06)a Labour (Bescom Part-III,Pg 1, I.No 1.06) No. 6628.06 6628.06 6.0 False None None False None False 39768.36 0 3798155 144044 None Bescom Part-III, Pg 2 I.No IX a 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (Bescom Part-III, Pg 2, I.No IX a) Labour (Bescom Part-III, Pg 2, I.No IX a) No. 932.2 932.2 8.0 False None None False None False 7457.6 0 3798156 144044 None Bescom Part-III, Pg 3, I.No XIX e 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (CESC SR 3/ XIX e) (Bescom Part-III, Pg 3, I.No XIX e) Set 260.78 260.78 10.0 False None None False None False 2607.8 0 3798157 144044 None Bescom Part-III, Pg 2, I.No XII a LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a) Labour (Bescom Part-III, Pg 2, I.No XII a) No 661.98 661.98 4.0 False None None False None False 2647.92 0 3798158 144044 None Bescom Part-III, Pg 3, I.No XII d 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) No. 76.7 76.7 8.0 False None None False None False 613.6 0 3798159 144044 None Bescom Part-III, Pg 3, I. No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) No 29.5 29.5 10.0 False None None False None False 295.0 0 3798160 144044 None Bescom Part-III, Pg 3, I.No XX b ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (Bescom Part-III, Pg 3, I.No XX b) 3% Accessories Labour (Bescom Part-III, Pg 3, I.No XX b) Km 78658.15 78658.15 0.3 False None None False None False 23597.445 0 3798161 144044 None Bescom Part-III, Pg 3, I.No XX a 49019.56 ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM (Bescom Part-III, Pg 3, I.No XX a) 3% Accessories Labour (Bescom Part-III, Pg 3, I.No XX a) Km 49019.56 49019.56 0.3 False None None False None False 14705.868 0 3798162 144044 None Bescom Part-III, Pg 3, I.No XXIII a Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (Bescom Part-III, Pg 3, I.No XXIII a) Labour (Bescom Part-III, Pg 3, I.No XXIII a) Set 1955.26 1955.26 2.0 False None None False None False 3910.52 0 3798163 144044 None Bescom Part-III, Pg 1, I.No I b Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL Labour (1341*0.9) (Bescom Part-III, Pg 1, I.No I b) No 3006.52 3006.52 4.0 False None None False None False 12026.08 0 3798164 144044 None Bescom Part-III, Pg 2, I.No IX a Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole Labour (122*1.9) (escom Part-III, Pg 2, I.No IX a) B No. 273.52 273.52 6.0 False None None False None False 1641.12 0 3798165 144044 None Bescom Part-III, Pg 2, I.No IX a Releasing and refixing of LT 4/2 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) No. 273.52 273.52 6.0 False None None False None False 1641.12 0 3798166 144044 None Bescom Part-III, Pg 3, I.No XX b Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM Labour (3299*1.9) (Bescom Part-III, Pg 3, I.No XX b) Km 7396.36 7396.36 0.3 False None None False None False 2218.908 0 3798167 144044 None Bescom Part-III, Pg 3, I.No XX a Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM Labour (2420*1.9) (Bescom Part-III, Pg 3, I.No XX a) Km 5425.64 5425.64 0.3 False None None False None False 1627.692 0 3798168 144044 None CHES Chescom Charges Rs 20240.97 20240.97 1.0 False None None False None False 20240.97 0 1723896726000 1 None None Roads IMPEROVEMENTS TO THE ROAD FROM BILIGERE HOBLI SONAHALLI VILLAGE TO JOINING KALKUNDA VILLAGE IN NANJANGUD TALUK,MYSURU DISTRICT (ONE TIME IMPROVEMENT) 48055387.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798775 144079 None Bescom Part-III,Pg 1, I.No 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06)a Labour (Bescom Part-III,Pg 1, I.No 1.06) No. 6628.06 6628.06 6.0 False None None False None False 39768.36 0 3798744 144079 None 1.14.1 VOL 1 Earth 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 (P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 109.8 False None None False None False 13215.528 0 3798749 144079 None 1.14.1 VOL 1 Earth 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 (P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 451.27 False None None False None False 54314.8572 0 3798755 144079 None 1.14.1 VOL 1 Earth 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 (P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 188.52 False None None False None False 22690.2672 0 3798726 144079 None 2.4 vol 3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical means using dozer A In area of light jungle P.No-9, I.No-2.4 PWD SR VOL-3 2023-24) 100 Sqm 463.74 463.74 74.88 False None None False None False 34724.8512 0 3798760 144079 None 2.5 ii (A) vol 3 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) 100 Sqm 463.74 463.74 56.16 False None None False None False 26043.6384 0 3798756 144079 None 2.4.1 VOL 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24) Cum 7067.02 7067.02 22.68 False None None False None False 160280.0136 0 3798750 144079 None 2.4.1 VOL 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24) Cum 7067.02 7067.02 14.01 False None None False None False 99008.9502 0 3798745 144079 None 2.4.1 VOL 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24) Cum 7067.02 7067.02 10.08 False None None False None False 71235.5616 0 3798727 144079 None 16.8 -b vol 3 Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. B) Mechanical Means" P.No-144, I.No-16.8-b PWD SR VOL-3 2023-24 m 29.5 29.5 4368.0 False None None False None False 128856.0 0 3798776 144079 None Bescom Part-III, Pg 2 I.No IX a 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (Bescom Part-III, Pg 2, I.No IX a) Labour (Bescom Part-III, Pg 2, I.No IX a) No. 932.2 932.2 8.0 False None None False None False 7457.6 0 3798761 144079 None 2.5 ii (A) Vol 3 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) 100 Sqm 463.74 463.74 56.16 False None None False None False 26043.6384 0 3798762 144079 None 2.5 ii (A) vol 3 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) 100 Sqm 463.74 463.74 56.16 False None None False None False 26043.6384 0 3798757 144079 None 2.4.2 VOL 1 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 7461.14 7461.14 69.28 False None None False None False 516907.7792 0 3798751 144079 None 2.4.2 VOL 1 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 7461.14 7461.14 122.92 False None None False None False 917123.3288 0 3798746 144079 None 2.4.2 VOL 1 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 7461.14 7461.14 54.08 False None None False None False 403498.4512 0 3798728 144079 None 3.7 vol 3 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (PWD SR 2023-24 ,Vol 3,Item No 3.7 Page No 17) Cum 123.9 123.9 3744.0 False None None False None False 463881.6 0 3798777 144079 None Bescom Part-III, Pg 3, I.No XIX e 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (CESC SR 3/ XIX e) (Bescom Part-III, Pg 3, I.No XIX e) Set 260.78 260.78 10.0 False None None False None False 2607.8 0 3798729 144079 None 1.12 vol 1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, 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. (PWD SR 2023-24 ,Vol 1,Item No 1.12 Page No36) Cum 112.1 112.1 1072.74 False None None False None False 120254.154 0 3798758 144079 None 2.4.2 VOL 1 Form work for Cement concrete drain works M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 2611.4 2611.4 69.28 False None None False None False 180917.792 0 3798778 144079 None Bescom Part-III, Pg 2, I.No XII a LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a) Labour (Bescom Part-III, Pg 2, I.No XII a) No 661.98 661.98 4.0 False None None False None False 2647.92 0 3798752 144079 None 2.4.2 VOL 1 Form work for Cement concrete drain works M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 2611.4 2611.4 122.92 False None None False None False 320993.288 0 3798763 144079 None 10.15 vol 3 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 Sqm 310.34 310.34 58.5 False None None False None False 18154.89 0 3798747 144079 None 2.4.2 VOL 1 Form work for Cement concrete drain works M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 2611.4 2611.4 54.08 False None None False None False 141224.512 0 3798748 144079 None 2.11 h vol 3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) Tonne 93232.98 93232.98 3.24 False None None False None False 302074.8552 0 3798753 144079 None 2.11 h vol 3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) Tonne 93232.98 93232.98 6.15 False None None False None False 573382.827 0 3798759 144079 None 2.11 h vol 3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) Tonne 93232.98 93232.98 2.48 False None None False None False 231217.7904 0 3798779 144079 None Bescom Part-III, Pg 3, I.No XII d 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) No. 76.7 76.7 8.0 False None None False None False 613.6 0 3798764 144079 None 10.15 vol 3 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 Sqm 310.34 310.34 117.0 False None None False None False 36309.78 0 3798730 144079 None 1.7 vol 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (P.No-7, I.No-1.7 PWD SR VOL-1 2023-24) CUBIC METER 140.42 140.42 1072.24 False None None False None False 150563.9408 0 3798780 144079 None Bescom Part-III, Pg 3, I. No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) No 29.5 29.5 10.0 False None None False None False 295.0 0 3798765 144079 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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. In all kinds of soils Depth upto 3 m (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 4th Year Cum 120.36 120.36 16.09 False None None False None False 1936.5924 0 3798731 144079 None 3.6 vol 3 Construction 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. 300-2 (P.No-17, I.No-3.6 PWD SR VOL-3 2023-24) CUBIC METER 581.74 581.74 6961.5 False None None False None False 4049783.01 0 3798754 144079 None 14.4 A vol 3 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder (P.No-129, I.No-14.4 A PWD SR VOL-3 2023-24) Cum 2256.16 2256.16 54.0 False None None False None False 121832.64 0 3798766 144079 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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. In all kinds of soils Depth upto 3 m (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 5th Year Cum 120.36 120.36 16.09 False None None False None False 1936.5924 0 3798781 144079 None Bescom Part-III, Pg 3, I.No XX b ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (Bescom Part-III, Pg 3, I.No XX b) 3% Accessories Labour (Bescom Part-III, Pg 3, I.No XX b) Km 78658.15 78658.15 0.3 False None None False None False 23597.445 0 3798732 144079 None 4.1A v VOL 3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (P.No-23, I.No-5.1-A-v PWD SR VOL-3 2023-24) CUBIC METER 2934.66 2934.66 3525.6 False None None False None False 10346437.296 0 3798733 144079 None i no 4.17 vol 3 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. P.No-26, I.No-4.17 PWD SR VOL-3 2023-24) CUBIC METER 3019.62 3019.62 2675.42 False None None False None False 8078751.7404 0 3798782 144079 None Bescom Part-III, Pg 3, I.No XX a 49019.56 ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM (Bescom Part-III, Pg 3, I.No XX a) 3% Accessories Labour (Bescom Part-III, Pg 3, I.No XX a) Km 49019.56 49019.56 0.3 False None None False None False 14705.868 0 3798767 144079 None 10.2 vol 3 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches Sqm 114.46 114.46 288.6 False None None False None False 33033.156 0 3798783 144079 None Bescom Part-III, Pg 3, I.No XXIII a Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (Bescom Part-III, Pg 3, I.No XXIII a) Labour (Bescom Part-III, Pg 3, I.No XXIII a) Set 1955.26 1955.26 2.0 False None None False None False 3910.52 0 3798734 144079 None 5.1A(i) vol 3 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (P.No-31, I.No-5.1A(I) PWD SR VOL-3 2023-24) Sqm 48.38 48.38 11734.38 False None None False None False 567709.3044 0 3798768 144079 None 10.2 vol 3 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches Sqm 114.46 114.46 288.6 False None None False None False 33033.156 0 3798784 144079 None Bescom Part-III, Pg 1, I.No I b Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL Labour (1341*0.9) (Bescom Part-III, Pg 1, I.No I b) No 3006.52 3006.52 4.0 False None None False None False 12026.08 0 3798735 144079 None 5.33 vol 3 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared granular surface cleaned with mechanical broom (P.No-43, I.No-5.33 PWD SR VOL-3 2023-24) Sqm 17.7 17.7 11734.38 False None None False None False 207698.526 0 3798769 144079 None 16.19 vol 3 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Mtr 7.08 7.08 6240.0 False None None False None False 44179.2 0 3798770 144079 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 3rd Year m 7.08 7.08 6240.0 False None None False None False 44179.2 0 3798785 144079 None Bescom Part-III, Pg 2, I.No IX a Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole Labour (122*1.9) (escom Part-III, Pg 2, I.No IX a) B No. 273.52 273.52 6.0 False None None False None False 1641.12 0 3798736 144079 None 5.6 C VOL 3 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD SR 2023-24-22 ,Vol 3,Item No 5.6 C Page No 32) CUBIC METER 8805.16 8805.16 586.72 False None None False None False 5166163.4752 0 3798786 144079 None Bescom Part-III, Pg 2, I.No IX a Releasing and refixing of LT 4/2 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) No. 273.52 273.52 6.0 False None None False None False 1641.12 0 3798737 144079 None 5.20 BC VOL 3(ii) Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type - B(P.No-39, I.No-5.20 (ii) PWD SR VOL-3 2023-24) Sqm 207.68 207.68 11734.38 False None None False None False 2436996.0384 0 3798771 144079 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 4th Year m 7.08 7.08 6240.0 False None None False None False 44179.2 0 3798772 144079 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 (Common SR Vol-3 , P.No : 147, I.No : 16.22) 5th Year Km 2341.12 2341.12 3.12 False None None False None False 7304.2944 0 3798738 144079 None 16.3.7 BWSSB SR VOL-5 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveyin to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 600 mm dia. (P.No-188, I.No-16.3.7 BWSSB SR VOL-5 2023-24) Mtr 3705.2 3705.2 75.0 False None None False None False 277890.0 0 3798787 144079 None Bescom Part-III, Pg 3, I.No XX b Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM Labour (3299*1.9) (Bescom Part-III, Pg 3, I.No XX b) Km 7396.36 7396.36 0.3 False None None False None False 2218.908 0 3798773 144079 None 16.24 vol 3 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i))(i)) 5th Year Km 243.08 243.08 3.12 False None None False None False 758.4096 0 3798739 144079 None 1.8 vol 1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,r olling,water,all materials,usage& all other appurtenances required to complete the work.(P.No-7, I.No-1.8 PWD SR VOL-1 2023-24) Cum 559.32 559.32 19610.87 False None None False None False 10968751.8084 0 3798788 144079 None Bescom Part-III, Pg 3, I.No XX a Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM Labour (2420*1.9) (Bescom Part-III, Pg 3, I.No XX a) Km 5425.64 5425.64 0.3 False None None False None False 1627.692 0 3798774 144079 None 16.24 vol 3 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) 5th year Km 1339.3 1339.3 3.12 False None None False None False 4178.616 0 3798789 144079 None CHES Chescom Charges Rs 20240.97 20240.97 1.0 False None None False None False 20240.97 0 3798740 144079 None 8.7 vol 3 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed overaluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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 drawing(P.No-65, I.No-8.7 PWD SR VOL-3 2023-24) Sqm 10631.8 10631.8 2.7 False None None False None False 28705.86 0 3798741 144079 None 8.16-ii vol 3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etcOrdinary kilometer stone (precast) (P.No-67, I.No-8.16-ii PWD SR VOL-3 2023-24) Each 3453.86 3453.86 4.0 False None None False None False 13815.44 0 3798742 144079 None 8.15 vol 3 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.(P.No-67, I.No-8.15 PWD SR VOL-3 2023-24) Sqm 625.4 625.4 624.0 False None None False None False 390249.6 0 3798743 144079 None 8.16-iii vol 3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) (P.No-67, I.No-8.16-iii PWD SR VOL-3 2023-24) Each 993.56 993.56 12.0 False None None False None False 11922.72 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723895302000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723895302000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723895302000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1723895302000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1723895302000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1723895318000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of eProcurement portal due to internet connectivity issues and technical glitches at bidders end None 1723895325000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1723895332000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1723895338000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1723895344000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1723895351000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1723895357000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1723895364000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval. None 1723895372000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1723895377000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1723895383000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work. None 1723895388000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1723895394000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1723895400000 0 None None ELIGIBILITY Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. None 1723895406000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost. None 1723895411000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.5 of STD tender document Attached None 1723895416000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work None 1723895421000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1723895427000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1723895433000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Mysore Division, Mysore during office hours on all working days. None 1723895439000 0 None None ELIGIBILITY Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. None 1723895445000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost. None 1723895451000 0 None None ELIGIBILITY The successful contractor should setup material testing laboratory at the work site before commencement of work. None 1723895456000 0 None None ELIGIBILITY The difference in cost deposited by the lowest successful tenderer (for unbalanced) along with the performance security will be released to the contractor 30 days after the completion of defects liability period. None 1723895462000 0 None None ELIGIBILITY All the uploaded documents in e-portal should be got verified at the Division office within 3 working days from the stipulated date of opening of Technical Bid by producing the original documents at the Division office, failing which the tender is liable for rejection. No separate communication will be made in this regard. None 1723895467000 0 None None ELIGIBILITY The returns submitted to the I.T. along with the Profit and Loss account statement submitted to the I.T. Department should be uploaded for the financial turnover criteria as per tender document attested by Chartered Accountant. None 1723895473000 0 None None ELIGIBILITY Bankers Certificate for the stipulated amount as per clause 3.3 (b) should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection. None 1723895483000 0 None None ELIGIBILITY For the vehicles / machineries / equipments for which RTO registration is statutory, for such vehicles / machineries / equipments the contractor should upload the Registration Certificate documents issued by RTO. For machineries and other equipments for which RTO registration is not applicable, for such machineries and equipments, purchase invoice document should be uploaded. If there is sale deed for such machineries and equipments, original invoice along with registered sale deed attested by Govt. registered NOTARY should be uploaded. Otherwise tender is liable for rejection. None 1723895492000 0 None None ELIGIBILITY The contractor who participates in tenders for more than one work for which tenders are invited in this IFT, the tenderer must fulfill all the conditions and criteria cumulatively for the participated works. (ITT Section 3.4) None 1723895499000 0 None None ELIGIBILITY 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 1723895505000 0 None None ELIGIBILITY The success-full contractor should complete the whole work with in 5 months from the date of handing over of site (including rainy season) None 1723895510000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the prescribed form in the favour of the Executive Engineer, Public Works Department, Mysore Division, Mysore given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. None 1723895516000 2 None None ELIGIBILITY Contractors should be registered as KPWD Class I Civil Contractor None 1723895522000 0 None None ELIGIBILITY Rs 1,00,000.00 of the EMD should be paid through e-payment as specified in e-procurement portal and the remaining balance amount of EMD must be produced in the form of Bank Guarantee by uploading the scan copy of the Bank Guarantee. The original copy should be produced at the time of Technical Bid Opening. None 1723895527000 0 None None ELIGIBILITY The defect liability period for this project shall be total 5 Years (Five) (Initial 2 years DLP without any financial implications and subsequent 3 years DLP nominal maintenance should be carried out as per BOQ) None 1723895533000 0 None None ELIGIBILITY The GST of 18% will not be paid seperately, the amount put to tender is inclusive of GST Amount. None 1723895538000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 30 days as per KTTP and appeal should be through e-proc only as per Govt. order No: pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Mandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50% of the cost of the work, such as Road work of value not less than Rs. 240.28 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work 1) Earthwork Excavation 1,483.61 cum 2)Embankment/Subgrade/Earthen shoulder 22,115.69 cum 3)Granular Sub base 2,820.48 cum 4)WMM 2,140.34 cum 5) MSS/BM/DBM/SDBC/BC of 657.13 Cum, 6) CC/PCC/RCC of 234.44 Cum and 7)Steel of 9.50 tonnes. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Hot Mix Plant Not less than 40/60 TPH 1 own and 1 Hire, Asphalt Paver Finisher 1 own and 1 Hire, Smooth wheeled roller 1 own and 1 Hire, Asphalt vibratory roller 1 own and 1 Hire, Tipper/HGV 3 own and 3 Hire, Motar Grader 1 own and 1 Hire, Excavator 1 own and 2 Hire, Pugmill1own, Vehicle mounted bitumen sprayer 1own and 1 Hire, Concrete mixer with Hooper 2 own and 2 Hire, Water tanker 1own and 1 Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Critical Machineries None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Labour Certificate None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs.. 961.11 lakhs) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 288.33 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2019-20 to 2023-24 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None List of works for which tenders already submitted Others List of works createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None List of existing commitments and ongoing works Others List of existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN from CA True Technical Bid KPWD Registration Certificate True Technical Bid Work Done Certificate for Similar nature work, duly attested by the Officer Not below the rank of E.E. True Technical Bid Banker Certificate - Line of Credit in the prescribed form True Technical Bid Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2019-20 to 2023-24 True Technical Bid Existing Commitments work details - B-Value - should be furnished duly attested by the concerned Executive Engineer as per Standard Tender Documents True Technical Bid GST Certificate, Pan Card & Tin Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1723899363000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer, Public Works Department, Mysore Division, Mysore street None city Mysore state Karnataka pin 570005
tenderRecallDTO	None