createdTs	None
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noticeInvitingTenderDTO	createdTs 1709355073220 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1228130.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 12-03-2024 16:00:00 tenderQueryClose 07-03-2024 15:00:00 technicalBidOpen 13-03-2024 16:30:00 publishedDate 04-03-2024 13:21:05 publishedByPost PWD_EE_DIV_RMG publishedByUser KPE10890 - SHANKAR K H bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 07-03-2024 15:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson K H Shankar splitEmdRequiredYn True emdBankGuarantee 1128130.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08027273787 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709355073260 version 8 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9599 title Improvements to MDR road from Ramanagara to join Hulikere via Hunasanahalli-Nagohali from Ch- 0.00 to 2.00 KM in Ramanagara Town limit, Ramanagara Taluk description Improvements to MDR road from Ramanagara to join Hulikere via Hunasanahalli-Nagohali from Ch- 0.00 to 2.00 KM in Ramanagara Town limit, Ramanagara Taluk category WORKS categoryText Works ecv 81875032.25 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1668 locationName PWD Division Office Ramanagara provisionalAmount 90000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SPECIAL/SUB/DIVISION/2023-24/5054
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709355073000 1 None None Roads Improvements to MDR road from Ramanagara to join Hulikere via Hunasanahalli-Nagohali from Ch- 0.00 to 2.00 KM in Ramanagara Town limit, Ramanagara Taluk 48316631.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2879453 94125 None 3.5 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 [Volume 3, Page No. 17, Item No. 3.5] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 7.29 7.29 7925.0 False None None False None False 57773.25 0 2879454 94125 None 3.7 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. [Volume 3, Page No. 17, Item No. 3.7] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 127.62 127.62 1885.0 False None None False None False 240563.7 0 2879455 94125 None 3.6 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 [Volume 3, Page No. 17, Item No. 3.6] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 599.19 599.19 2684.25 False None None False None False 1608375.7575 0 2879456 94125 None 4.2 ii Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -II Material [Volume 3, Page No. 23, Item No. 4.2 ii] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 2955.85 2955.85 3474.38 False None None False None False 10269746.123 0 2879457 94125 None 4.17 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 [Volume 3, Page No. 26, Item No. 4.17] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 3110.21 3110.21 4712.5 False None None False None False 14656864.625 0 2879458 94125 None 5.1 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. [Volume 3, Page No. 31, Item No. 5.1] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 49.83 49.83 18850.0 False None None False None False 939295.5 0 2879459 94125 None 5.33 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface [Volume 3, Page No. 43, Item No. 5.33] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 18.23 18.23 18850.0 False None None False None False 343635.5 0 2879460 94125 None 5.8.C 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. [Volume 3, Page No. 33, Item No. 5.8.C] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 9311.18 9311.18 942.5 False None None False None False 8775787.15 0 2879461 94125 None 5.31 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [Volume 3, Page No. 43, Item No. 5.31] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 12338.74 12338.74 471.25 False None None False None False 5814631.225 0 2879462 94125 None 6.8.2 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) [Volume 3, Page No. 51, Item No. 6.8.2] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 1411.08 1411.08 1950.0 False None None False None False 2751606.0 0 2879463 94125 None 8.7 Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area 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 [Volume 3, Page No. 65, Item No. 8.7] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 10950.75 10950.75 9.0 False None None False None False 98556.75 0 2879464 94125 None 8.5 IV Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle [Volume 3, Page No. 64, Item No. 8.5 IV] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Each 4346.27 4346.27 20.0 False None None False None False 86925.4 0 2879465 94125 None 8.15 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. [Volume 3, Page No. 67, Item No. 8.15] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 644.16 644.16 955.0 False None None False None False 615172.8 0 2879466 94125 None 8.43 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 minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive 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. [Volume 3, Page No. 74, Item No. 8.43] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Each 443.62 443.62 400.0 False None None False None False 177448.0 0 2879467 94125 None 8.52 Providing Water based glossy paint (Green certified product) to Kerb Stones as per IS 164:2015 technical specifications including cleaning & surface prepration [Volume 3, Page No. 78, Item No. 8.52] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 358.54 358.54 1450.0 False None None False None False 519883.0 0 2879468 94125 None 8.2b Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M20 grade for kerb Cast in Situ [Volume 3, Page No. 63, Item No. 8.2b] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 450.91 450.91 1300.0 False None None False None False 586183.0 0 2879469 94125 None 10.17 Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) [Volume 3, Page No. 95, Item No. 10.17] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading m 42.54 42.54 600.0 False None None False None False 25524.0 0 2879470 94125 None 16.28.3 Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.90m depth [Valume 5, Page No. 198, Item No. 16.28.3 RWSSB SR 2023-24] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Each 33554.76 33554.76 10.0 False None None False None False 335547.6 0 2879471 94125 None 10.14.3 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 4 Kg/m2: 90mm (weight of pipe -0.917 kg) [Valume 5, Page No. 120, Item No. 10.14.3 RWSSB SR 2023-24] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading m 255.23 255.23 600.0 False None None False None False 153138.0 0 2879472 94125 None 10.14.7 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 4 Kg/m2: 200mm( weight of pipe -4.256 kg) [Valume 5, Page No. 120, Item No. 10.14.7 RWSSB SR 2023-24] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading m 866.58 866.58 300.0 False None None False None False 259974.0 0 1709355073000 0 None None Roads Construction of CC Road 17851118.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2879473 94126 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, shoring, strutting, barri cading, caution lights, including dressing of excavated surfaces, disposing off or levelling the 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 (Volume I, Item No: 1.14.1, Page No : 8) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 123.97 123.97 2730.0 False None None False None False 338438.1 0 2879474 94126 None 4.2 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -II Material [Volume 3, Page No. 23, Item No. 4.2 ii] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 2955.85 2955.85 780.0 False None None False None False 2305563.0 0 2879475 94126 None 6.1 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing [Volume 3, Page No. 49, Item No. 6.1] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 5979.77 5979.77 780.0 False None None False None False 4664220.6 0 2879476 94126 None 6.6 Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) [Volume 3, Page No. 51, Item No. 6.6] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 8233.12 8233.12 1170.0 False None None False None False 9632750.4 0 2879477 94126 None 6.8.2 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) [Volume 3, Page No. 51, Item No. 6.8.2] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 1411.08 1411.08 645.0 False None None False None False 910146.6 0 1709355073000 0 None None Roads Construction of CC Drain 10220781.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2879478 94127 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, shoring, strutting, barri cading, caution lights, including dressing of excavated surfaces, disposing off or levelling the 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 (Volume I, Item No: 1.14.1, Page No : 8) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 123.97 123.97 1552.5 False None None False None False 192463.425 0 2879479 94127 None 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Volume-1, P.No-15, Item No: 2.1.3) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 7279.03 7279.03 207.0 False None None False None False 1506759.21 0 2879480 94127 None 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume-1, P.No-15, Item No: 2.4.2) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 7684.97 7684.97 692.0 False None None False None False 5317999.24 0 2879481 94127 None 2.11 h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures (VOLUME-1, P.No.-71, I.No. 2.11 h) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Tonne 96029.97 96029.97 33.36 False None None False None False 3203559.7992 0 1709355073000 0 None None Roads 3 to 6 years Maintenance work 5486500.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2879482 94128 None 10.15 i 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 [Volume 3, Page No. 93, Item No. 10.15 i] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 319.65 319.65 517.5 False None None False None False 165418.875 0 2879483 94128 None 5.31 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [Volume 3, Page No. 43, Item No. 5.31] ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 12338.74 12338.74 431.25 False None None False None False 5321081.625 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709355079000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709355079000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709355079000 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 1709358070000 0 None None ELIGIBILITY The tender 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 cost. The employer is not responsible for any delay in accessing kppp - Portal. None 1709358084000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1709358098000 0 None None ELIGIBILITY Materials like bitumen,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 None 1709358113000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None 1709358134000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to varify the original documents before approval. None 1709358200000 0 None None ELIGIBILITY If any, additional information required, the same may be obtained from the office of the Executive Engineer, PWD Ramanagara Division, Ramanagara during office hours on all working days. It may be noted that if any of the dates mentioned above happened to be a General Holiday , the next working day will be considered None 1709358210000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons None 1709358225000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1709358235000 0 None None ELIGIBILITY Tender who qualifying in the technical bid such tender financial bid will be opened None 1709358248000 0 None None ELIGIBILITY All the work as Maintained in the Bill of Quantity (BOQ) are including lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work None 1709358261000 0 None None ELIGIBILITY Conditional bids will be rejected None 1709370405000 0 None None ELIGIBILITY Contractors should be registered as KPWD Class I Civil Contractor None 1709370515000 2 None None ELIGIBILITY Estimates rates are including GST as per common SR 2023-24 and prevailing GST included Each Item wise None 1709370543000 0 None None ELIGIBILITY Increase in GST shall not be paid in the extended period at contract for which the contractor alone is responsible for delay as determined by authority while granting is extension of time None 1709370558000 0 None None ELIGIBILITY Units against to the item code to be considered as per universal SOR 2023-24 volume 1,2,3 None 1709370568000 0 None None ELIGIBILITY The unit of clearing & grubbing item code 2.5ii(a) to be considered as 100 sqm None 1709370579000 0 None None ELIGIBILITY For item code description, please refer universal Schedule of rates for the year 2023-24 volume 1,2,3. The descriptions in the SR are final None 1709370592000 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 1709370641000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act.Quality Management System(QMS) and Environmental Management System(EMS) shall be implemented and followed in site according to ISO 9001:2015 and ISO 14001:2015 None 1709530108000 0 None None ELIGIBILITY GST shall not be paid to the tendered amount separately None 1709530148000 0 None None ELIGIBILITY 3rd, 4th & 5th year maintenance should be done by the same tenderer As per the Govt order PWD/1197/IFA/2023 E kacheri,dated:02-12-2023 & Extra maintenance cost is included in BOQ. On 6th year Road resurfacing should be done by the same tenderer 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 Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None 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 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 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 Mandating satisfactory completion(atleast 90% of the contract value) as a prime contractor for at least one similar Road work to an extent of 50% of the cost of the work of value not less than Rs.409.38 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years (i.e. 2018-19 to 2022-23)(c)Executed in any one year,the following minimum quantities of work (usually 80% of the peak annual rate of construction) 1)Earth work Excavation-3426.00 Cum, 2) Embankment/subgrade-2148.00 Cum, Cum 3)GSB-3404.00 Cum, 4)WMM-3770.00 Cum 5) BM/SDBC/DBM/BC-1476.00 Cum 6)RCC/PCC-2279.00 Cum7)Steel-27.00 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each Tenderer should further demonstrate a)Availability by owning atleast 50% of the required/specified key and critical equipment for this work and b)The remaining 50% can be deployed on lease /hire basis for all works provided ,the relevant documents( commitments ,agreements etc ) for availability for this work are furnished. However it is obligatory for the contractor to use the fallowing machineries for various activities involved in construction as per MORTH specifications. Hot Mix Plant Not less than 40/60 TPH -1 Own ,Asphalt Mechanical Paver Finisher -1 Own, Smooth wheeled roller-1 Own, Asphalt vibratory roller-2 Own, Tipper/HGV-3 Own 3 Hire, Motar Grader-1 Own, Excavator-1 Own 1 Hire, Pugmill-1 Own, Vehicle mounted bitumen sprayer-1 Own, Water tanker-2 Own 1 Hire, Air compressor-1 Hire, Concrete mixer with hopper-2 Own 1 Hire sceed vibrator-1 Own Capabilities of Vendor PURCHASE INVAICES, BILLS, SALE, DEED, HIRE/LEASE AGGREEMENT & RC ISSUED BY RTO etc createdTs version createdDate modifiedDate documentName None None None None Others -- PURCHASE INVAICES, BILLS, SALE, DEED, HIRE/LEASE AGGREEMENT & RC ISSUED BY RTO etc None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-(AxNx1.5-B) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- work done and balance work done certificate issued by an officer not less than rank of EE/Equivalent None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years (i.e. 2018-19 to 2022-23) (a) Achieved in at least two financial years a Minimum financial turn over (in all classes of civil engineering construction works only) of Rs. 1637.50 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. 409.38 Lakhs (Credit lines/ letter of credit/ certificates from nationalized/scheduled banks for meeting the fund requirement etc. in the format to be as prescribed below Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Contractors should be registered as KPWD Class I Civil Contractor Others Registration Certificate createdTs version createdDate modifiedDate documentName None None None None Others -- Registration Certificate
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractors should be registered as KPWD Class I Civil Contractor True Technical Bid Small Scale Industries Certificate False Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Ramanagara Ramanagara Bangalore North RAMANAGARAM Ramanagara-Hulikere road in Ramanagara Town limit None None None None None None Roads Ramanagara Ramanagara Bangalore North RAMANAGARAM Ramanagara-Hulikere road in Ramanagara Town limit None None None None None None Roads Ramanagara Ramanagara Bangalore North RAMANAGARAM Ramanagara-Hulikere road in Ramanagara Town limit None None None None None None Roads Ramanagara Ramanagara Bangalore North RAMANAGARAM Ramanagara-Hulikere road in Ramanagara Town limit None None None None None None
tenderAddress	createdTs 1709532425000 version 0 createdDate None modifiedDate None blockNumber O/O Executive Engineer, PWD, Ramanagara division, Ramanagara street None city Ramanagara state Karnataka pin 562159
tenderRecallDTO	None