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noticeInvitingTenderDTO	createdTs 1726635876794 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 872841.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 27-09-2024 17:00:02 tenderQueryClose 26-09-2024 17:00:00 technicalBidOpen 30-09-2024 10:30:00 publishedDate 18-09-2024 15:25:29 publishedByPost PWD_EE_DIV_MYS publishedByUser KPE11845 - G RAJU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 24-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson VEERABHADRA SWAMY splitEmdRequiredYn True emdBankGuarantee 772841.00 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 1726635876837 version 5 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT15502 title One time improvements to road kadanahalli village to join to mandanahalli village in mysuru taluk. description One time improvements to road kadanahalli village to join to mandanahalli village in mysuru taluk. category WORKS categoryText Works ecv 58189369.71 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1674 locationName PWD Division Office Mysuru provisionalAmount 70000000.0 groupOverheadTotal 0.0 fileNumber AEE/NO-1/5054/KADENAHALLI
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726635877000 1 None None Roads Roads 53259196.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4018554 155753 None 001 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. By Mechanical Means using Dozer, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 104.64 False None None False None False 41123.52 0 4018555 155753 None 002 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 6.0 6.0 18000.0 False None None False None False 108000.0 0 4018556 155753 None 003 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 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 2878.29 False None None False None False 293585.58 0 4018557 155753 None 004 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.Common SR Vol-3 , P.No : 15, I.No : 3.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 105.0 105.0 1596.0 False None None False None False 167580.0 0 4018558 155753 None 005 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. Common SR Vol- 1 , P.No : 7, I.No : 1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 119.0 119.0 3192.0 False None None False None False 379848.0 0 4018559 155753 None 006 Precast Cement Concrete Interlocking Blocks Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical pecification)Common SR Vol- 3 P.No : 51, I.No : 6.8.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 1068.0 1068.0 1050.0 False None None False None False 1121400.0 0 4018560 155753 None 007 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 Common SR Vol- 3 , P.No : 19, I.No : 4.1 A(v) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2487.0 2487.0 4635.0 False None None False None False 11527245.0 0 4018561 155753 None 008 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 Common SR Vol- 3 , P.No : 26, I.No : 4.17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2559.0 2559.0 5724.0 False None None False None False 14647716.0 0 4018562 155753 None 009 Providing and constructing un-reinforced plain cement concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Common SR Vol- 3 , P.No : 138, I.No : 20.29 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6837.0 6837.0 880.0 False None None False None False 6016560.0 0 4018563 155753 None 010 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 Common SR Vol- 3 , P.No : 17, I.No : 3.6 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 493.0 493.0 4791.51 False None None False None False 2362214.43 0 4018564 155753 None 011 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 Common SR Vol- 1 , P.No :7 , I.No : 1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 119.0 119.0 863.49 False None None False None False 102755.31 0 4018565 155753 None 012 Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 41.0 41.0 23625.0 False None None False None False 968625.0 0 4018566 155753 None 013 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom Common SR Vol-3 , P.No : 31, I.No : 5.3(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 14.0 14.0 23625.0 False None None False None False 330750.0 0 4018567 155753 None 014 Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Common SR Vol-3 , P.No : 32, I.No : 5.8 (c) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7661.0 7661.0 1181.25 False None None False None False 9049556.25 0 4018568 155753 None 015 Mix Seal Surfacing Providing, laying and rolling of Close-Graded Premix Carpet (OGPC) surfacing material by Manual Means of 20 mm thickness composed 13.2 mm to 0.9 mm (Type-B) aggregates using VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification.Common SR Vol-3 , P.No : 134, I.No : 20.13 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 227.0 227.0 23625.0 False None None False None False 5362875.0 0 4018569 155753 None 016 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.Common SR Vol-3 , P.No : 67, I.No : 8.15 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 530.0 530.0 1260.0 False None None False None False 667800.0 0 4018570 155753 None 017 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012 60 cm equilateral triangle Common SR Vol-3 , P.No :54, I.No : 8.6. A(iv) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 3604.0 3604.0 8.0 False None None False None False 28832.0 0 4018571 155753 None 018 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a inimum value of 500 Kg. Fixing will be by drilling holes on the road for the hanks to go inside, without nails and using epoxy resin based dhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.Common SR Vol-3 , P.No : 74, I.No : 8.43 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 365.0 365.0 200.0 False None None False None False 73000.0 0 4018572 155753 None 019 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 over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 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 Common SR Vol-3 , P.No :55, I.No : 8.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 9010.0 9010.0 1.08 False None None False None False 9730.8 0 1726635877000 1 None None Roads Construction of drain 4354682.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4018573 155754 None 001 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 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 1013.52 False None None False None False 103379.04 0 4018574 155754 None 002 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. com PVC pipes 110mm dia., 6 g/sqcm & class 3BWSSB, RDW&SD, KUWS&DB SR Vol- 5 P.No : 113, I.No : 10.1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Rmtr 411.0 411.0 800.0 False None None False None False 328800.0 0 4018575 155754 None 003 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 Common SR Vol-1 , P.No : 15, I.No : 2.1.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 5989.0 5989.0 95.94 False None None False None False 574584.66 0 4018576 155754 None 004 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) 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 Common SR Vol-1 , P.No : 16, I.No : 2.4.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6323.0 6323.0 211.2 False None None False None False 1335417.6 0 4018577 155754 None 005 Form work 35% : 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) 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 Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2213.05 2213.05 90.0 False None None False None False 199174.5 0 4018578 155754 None 006 Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Common SR Vol-1 , P.No : 16, I.No : 2.5.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6843.0 6843.0 6.0 False None None False None False 41058.0 0 4018579 155754 None 007 For Form Work 35% : Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2395.05 2395.05 6.0 False None None False None False 14370.3 0 4018580 155754 None 008 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete , Common SR Vol-2 , P.No : 177, I.No :17.14 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 1170.0 1170.0 840.0 False None None False None False 982800.0 0 4018581 155754 None 009 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. Common SR Vol-1 , P.No : 18, I.No : 2.11h ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 79011.0 79011.0 9.81 False None None False None False 775097.91 0 1726635877000 1 None None Roads Maintainance of road 575490.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4018582 155755 None 001 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. By Mechanical Means using Dozer, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 104.64 False None None False None False 41123.52 0 4018583 155755 None 002 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. By Mechanical Means using Dozer, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 104.64 False None None False None False 41123.52 0 4018584 155755 None 003 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. By Mechanical Means using Dozer, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 104.64 False None None False None False 41123.52 0 4018585 155755 None 004 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 common SR Volume 3, page No 93, I.No 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 263.0 263.0 118.12 False None None False None False 31065.56 0 4018586 155755 None 005 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 common SR Volume 3, page No 93, I.No 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 263.0 263.0 236.25 False None None False None False 62133.75 0 4018587 155755 None 006 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 22.27 False None None False None False 2271.54 0 4018588 155755 None 007 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 21.45 False None None False None False 2187.9 0 4018589 155755 None 008 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 315.0 False None None False None False 30555.0 0 4018590 155755 None 009 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 315.0 False None None False None False 30555.0 0 4018591 155755 None 010 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 472.5 False None None False None False 45832.5 0 4018592 155755 None 011 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 12600.0 False None None False None False 75600.0 0 4018593 155755 None 012 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 12600.0 False None None False None False 75600.0 0 4018594 155755 None 013 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 12600.0 False None None False None False 75600.0 0 4018595 155755 None 014 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 (Common SR Vol-3 , P.No : 147, I.No : 16.20 (i)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Nos 2047.0 2047.0 2.0 False None None False None False 4094.0 0 4018596 155755 None 015 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 1984.0 1984.0 5.0 False None None False None False 9920.0 0 4018597 155755 None 016 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)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 206.0 206.0 5.0 False None None False None False 1030.0 0 4018598 155755 None 017 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)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 1135.0 1135.0 5.0 False None None False None False 5675.0 0 1726638535000 0 None None Roads One time improvements to road kadanahalli village to join to mandanahalli village in mysuru taluk. 58189369.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019144 155775 None 001 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 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 1013.52 False None None False None False 103379.04 0 4019125 155775 None 001 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. By Mechanical Means using Dozer, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 104.64 False None None False None False 41123.52 0 4019153 155775 None 001 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. By Mechanical Means using Dozer, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 104.64 False None None False None False 41123.52 0 4019126 155775 None 002 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 6.0 6.0 18000.0 False None None False None False 108000.0 0 4019145 155775 None 002 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. com PVC pipes 110mm dia., 6 g/sqcm & class 3BWSSB, RDW&SD, KUWS&DB SR Vol- 5 P.No : 113, I.No : 10.1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Rmtr 411.0 411.0 800.0 False None None False None False 328800.0 0 4019154 155775 None 002 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. By Mechanical Means using Dozer, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 104.64 False None None False None False 41123.52 0 4019127 155775 None 003 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 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 2878.29 False None None False None False 293585.58 0 4019146 155775 None 003 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 Common SR Vol-1 , P.No : 15, I.No : 2.1.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 5989.0 5989.0 95.94 False None None False None False 574584.66 0 4019155 155775 None 003 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. By Mechanical Means using Dozer, A. In area of light jungle Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 393.0 393.0 104.64 False None None False None False 41123.52 0 4019128 155775 None 004 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.Common SR Vol-3 , P.No : 15, I.No : 3.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 105.0 105.0 1596.0 False None None False None False 167580.0 0 4019147 155775 None 004 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) 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 Common SR Vol-1 , P.No : 16, I.No : 2.4.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6323.0 6323.0 211.2 False None None False None False 1335417.6 0 4019156 155775 None 004 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 common SR Volume 3, page No 93, I.No 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 263.0 263.0 118.12 False None None False None False 31065.56 0 4019129 155775 None 005 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. Common SR Vol- 1 , P.No : 7, I.No : 1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 119.0 119.0 3192.0 False None None False None False 379848.0 0 4019157 155775 None 005 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 common SR Volume 3, page No 93, I.No 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 263.0 263.0 236.25 False None None False None False 62133.75 0 4019148 155775 None 005 Form work 35% : 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) 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 Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2213.05 2213.05 90.0 False None None False None False 199174.5 0 4019130 155775 None 006 Precast Cement Concrete Interlocking Blocks Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical pecification)Common SR Vol- 3 P.No : 51, I.No : 6.8.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 1068.0 1068.0 1050.0 False None None False None False 1121400.0 0 4019149 155775 None 006 Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Common SR Vol-1 , P.No : 16, I.No : 2.5.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6843.0 6843.0 6.0 False None None False None False 41058.0 0 4019158 155775 None 006 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 22.27 False None None False None False 2271.54 0 4019131 155775 None 007 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 Common SR Vol- 3 , P.No : 19, I.No : 4.1 A(v) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2487.0 2487.0 4635.0 False None None False None False 11527245.0 0 4019150 155775 None 007 For Form Work 35% : Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2395.05 2395.05 6.0 False None None False None False 14370.3 0 4019159 155775 None 007 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 102.0 102.0 21.45 False None None False None False 2187.9 0 4019160 155775 None 008 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 315.0 False None None False None False 30555.0 0 4019151 155775 None 008 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete , Common SR Vol-2 , P.No : 177, I.No :17.14 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 1170.0 1170.0 840.0 False None None False None False 982800.0 0 4019132 155775 None 008 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 Common SR Vol- 3 , P.No : 26, I.No : 4.17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2559.0 2559.0 5724.0 False None None False None False 14647716.0 0 4019133 155775 None 009 Providing and constructing un-reinforced plain cement concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Common SR Vol- 3 , P.No : 138, I.No : 20.29 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 6837.0 6837.0 880.0 False None None False None False 6016560.0 0 4019152 155775 None 009 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. Common SR Vol-1 , P.No : 18, I.No : 2.11h ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 79011.0 79011.0 9.81 False None None False None False 775097.91 0 4019161 155775 None 009 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 315.0 False None None False None False 30555.0 0 4019134 155775 None 010 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 Common SR Vol- 3 , P.No : 17, I.No : 3.6 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 493.0 493.0 4791.51 False None None False None False 2362214.43 0 4019162 155775 None 010 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 97.0 97.0 472.5 False None None False None False 45832.5 0 4019135 155775 None 011 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 Common SR Vol- 1 , P.No :7 , I.No : 1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 119.0 119.0 863.49 False None None False None False 102755.31 0 4019163 155775 None 011 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 12600.0 False None None False None False 75600.0 0 4019136 155775 None 012 Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 41.0 41.0 23625.0 False None None False None False 968625.0 0 4019164 155775 None 012 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 12600.0 False None None False None False 75600.0 0 4019165 155775 None 013 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 6.0 6.0 12600.0 False None None False None False 75600.0 0 4019137 155775 None 013 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom Common SR Vol-3 , P.No : 31, I.No : 5.3(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 14.0 14.0 23625.0 False None None False None False 330750.0 0 4019138 155775 None 014 Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Common SR Vol-3 , P.No : 32, I.No : 5.8 (c) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7661.0 7661.0 1181.25 False None None False None False 9049556.25 0 4019166 155775 None 014 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 (Common SR Vol-3 , P.No : 147, I.No : 16.20 (i)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Nos 2047.0 2047.0 2.0 False None None False None False 4094.0 0 4019139 155775 None 015 Mix Seal Surfacing Providing, laying and rolling of Close-Graded Premix Carpet (OGPC) surfacing material by Manual Means of 20 mm thickness composed 13.2 mm to 0.9 mm (Type-B) aggregates using VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification.Common SR Vol-3 , P.No : 134, I.No : 20.13 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 227.0 227.0 23625.0 False None None False None False 5362875.0 0 4019167 155775 None 015 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 1984.0 1984.0 5.0 False None None False None False 9920.0 0 4019140 155775 None 016 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.Common SR Vol-3 , P.No : 67, I.No : 8.15 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 530.0 530.0 1260.0 False None None False None False 667800.0 0 4019168 155775 None 016 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)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 206.0 206.0 5.0 False None None False None False 1030.0 0 4019141 155775 None 017 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012 60 cm equilateral triangle Common SR Vol-3 , P.No :54, I.No : 8.6. A(iv) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 3604.0 3604.0 8.0 False None None False None False 28832.0 0 4019169 155775 None 017 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)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 1135.0 1135.0 5.0 False None None False None False 5675.0 0 4019142 155775 None 018 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a inimum value of 500 Kg. Fixing will be by drilling holes on the road for the hanks to go inside, without nails and using epoxy resin based dhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.Common SR Vol-3 , P.No : 74, I.No : 8.43 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. No 365.0 365.0 200.0 False None None False None False 73000.0 0 4019143 155775 None 019 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 over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 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 Common SR Vol-3 , P.No :55, I.No : 8.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 9010.0 9010.0 1.08 False None None False None False 9730.8 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726635878000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726635878000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726635878000 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 1726635878000 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 1726635878000 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 1726635982000 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 1726635993000 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 1726636002000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1726636010000 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 1726636019000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1726636028000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1726636039000 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 1726636057000 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 1726636068000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1726636082000 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 1726636143000 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 1726636153000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1726636164000 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 1726636172000 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 1726636182000 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 1726636190000 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 1726636200000 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 1726636211000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1726636221000 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 1726636232000 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 1726636241000 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 1726636250000 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 1726636259000 0 None None ELIGIBILITY The successful contractor should setup material testing laboratory at the work site before commencement of work. None 1726636268000 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 1726636281000 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 1726636294000 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 1726636304000 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 1726636367000 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 1726636476000 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 1726636492000 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 1726636510000 0 None None ELIGIBILITY The success-full contractor should complete the whole work with in 06 months from the date of handing over of site (including rainy season) None 1726636524000 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 1726636558000 0 None None ELIGIBILITY Contractors should be registered as KPWD Class-I Civil Contractor None 1726636576000 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. None 1726636587000 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 1726636597000 0 None None ELIGIBILITY ECV amount are excluding GST. The itemwise rates do not include 18 percent GST. Hence GST will be paid separately for the quoted amount accordingly. None 1726636614000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 15 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 Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None 3.2(b)To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Satisfactory completed(at least 90percent of the contract value),as a prime contractor for at least one similar work such as Road work of value not less than Rs.290.95 Lakhs (usually not less than 50% estimated value of contract) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2 (c)To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Executed in any one year the following minimum quantities of work (80% of peak rate of construction) 1) Earthwork Excavation-3131.00 Cum 2)Embankment/ Subgrade/ Earthen shoulder/back filling- 7078.00 3)Granular Sub base-3708.00 Cum 4)WMM-4579.00 Cum 5) MSS/BM/DBM/SDBC/BC-1323.00 Cum, 6) CC/PCC/RCC -950.00 Cum and 3)Steel-8.00 Tonnes. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.3 (a)Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded 1)Hot Mix Plant Not less than 40/60 TPH 1 own and 1 Hire,2) Asphalt Paver Finisher 1 own and 1 Hire, 3)Smooth wheeled roller 1 own and 1 Hire, 4)Asphalt vibratory roller 1 own and 1 Hire, 5)Tipper/HGV 3 own and 3 Hire, 6)Motar Grader 1 own and 1 Hire,7)Excavator 1 own and 2 Hire, 8)Pugmill 1own, 9)Vehicle mounted bitumen sprayer 1own and 1 Hire, 10)Concrete mixer with Hooper 1own and 1Hire, 11)Concrete mixer with Weigth Batch 1 own and 1 Hire 12) Water tanker 2 own and 2 Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Critical Machineries None None None None 3.2 (a)To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Achieved in at least two financial years a Minimum financial turn over (in all classes of civil engineering construction works only) of Rs. 1163.78 lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 3.3(b)Liquid assets and /or availability of credit facilities of no less than Rs.290.95 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 Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN from CA and Profit & loss statements True Technical Bid Work Done Certifcate for Similar nature work, duly attested by the Ofcer Not below the rank of E.E True Technical Bid Existing commitments and on-going works to be completed during the next 06 months True Technical Bid Ongoing Work details True Technical Bid KPWD Registration Certificate-CLASS-I True Technical Bid Banker Certifcate - Line of Credit in the prescribed format True Technical Bid Tenderers will only be qualified, if their available tender capacity is more than the total tender value. i.e. A x N x 1.5 - B as per KW-4 Document. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1726643900000 version 0 createdDate None modifiedDate None blockNumber O/O EXECUTIVE ENGINEER, PWD, MYSURU DIVISION, VINOBA ROAD, MYSURU street None city MYSURU state Karnataka pin 570005
tenderRecallDTO	None