| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1707752754000 | 0 | None | None | Roads | Four Lane Road Work | 5830784.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2565348 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 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. (Comman SR, Volume-3, Pg No. 17/ SI. No.3.7 ) | Cum | 110.25 | 110.25 | 414.0 | False | None | None | False | None | False | 45643.5 | 0 | | 2565349 | 78830 | None | PWD Uni SR 23-24 Vol-1 Item NO. 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12 ) | Cum | 99.75 | 99.75 | 1295.4 | False | None | None | False | None | False | 129216.15 | 0 | | 2565350 | 78830 | None | PWD Uni SR 23-24 Vol-1 Item NO. 1.7 | 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. (Royalty shall be recovered @ Rs. 60.00/m3) (Comman SR, Volume-1, Pg No. 7/ SI. No.1.7 ) | Cum | 124.95 | 124.95 | 647.7 | False | None | None | False | None | False | 80930.115 | 0 | | 2565351 | 78830 | None | PWD Uni SR 23-24 Vol-1 Item NO. 1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work(Comman SR, Volume-1, Pg No. 7/ SI. No.1.8 ) | Cum | 497.7 | 497.7 | 13.26 | False | None | None | False | None | False | 6599.502 | 0 | | 2565352 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 4.2.(v) | 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 -V Materia (Comman SR, Volume-3, Pg No. 23/ SI. No.4.2 (v) ) | Cum | 2476.95 | 2476.95 | 537.6 | False | None | None | False | None | False | 1331608.32 | 0 | | 2565353 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 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 (Comman SR, Volume-3, Pg No. 26/ SI. No.4.17 ) | Cum | 2686.95 | 2686.95 | 523.8 | False | None | None | False | None | False | 1407424.41 | 0 | | 2565354 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 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 (Comman SR, Volume-3, Pg No. 17/ SI. No.3.6 ) | Cum | 517.65 | 517.65 | 288.0 | False | None | None | False | None | False | 149083.2 | 0 | | 2565355 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 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/m2using mechanical means. (Comman SR, Volume-3, Pg No. 31/ SI. No.5.1 ) | Sqm | 43.05 | 43.05 | 2328.0 | False | None | None | False | None | False | 100220.4 | 0 | | 2565356 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 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. (Comman SR, Volume-3, Pg No. 43/ SI. No.5.33 ) | Sqm | 15.75 | 15.75 | 3360.0 | False | None | None | False | None | False | 52920.0 | 0 | | 2565357 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 5.8(ii)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 (Comman SR, Volume-3, Pg No. 33/ SI. No.5.8 (ii) C ) | Cum | 8044.05 | 8044.05 | 168.0 | False | None | None | False | None | False | 1351400.4 | 0 | | 2565358 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 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. (Comman SR, Volume-3, Pg No. 43/ SI. No.5.31) | Cum | 10659.6 | 10659.6 | 84.0 | False | None | None | False | None | False | 895406.4 | 0 | | 2565359 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 8.2.b | 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. b. PCC M20 grade for kerb Cast in Situ (Comman SR, Volume-3, Pg No. 63/ SI. No.8.2 b) | m | 389.55 | 389.55 | 480.0 | False | None | None | False | None | False | 186984.0 | 0 | | 2565360 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 4.19 | Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 (Comman SR, Volume-3, Pg No. 27/ SI. No.4.19) | Cum | 385.35 | 385.35 | 36.0 | False | None | None | False | None | False | 13872.6 | 0 | | 2565361 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 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. (Comman SR, Volume-3, Pg No. 67/ SI. No.8.15) | Sqm | 556.5 | 556.5 | 48.0 | False | None | None | False | None | False | 26712.0 | 0 | | 2565362 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 8.16.(ii) | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) (Comman SR, Volume-3, Pg No. 67/ SI. No.8.16 (ii)) | Each | 3073.35 | 3073.35 | 1.0 | False | None | None | False | None | False | 3073.35 | 0 | | 2565363 | 78830 | None | PWD Uni SR 23-24 Vol-3 Item NO. 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. (Comman SR, Volume-3, Pg No. 74/ SI. No.8.43) | No | 383.25 | 383.25 | 114.0 | False | None | None | False | None | False | 43690.5 | 0 | | 2565364 | 78830 | None | itwm1 | KKRDB LOGO BOARD | Each | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| | 1707752754000 | 0 | None | None | Roads | RCC Drain work | 2603224.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2565365 | 78831 | None | PWD Uni SR 23-24 Vol-1 Item NO. 1.14 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (Comman SR, Volume-1, Pg No. 8/ SI. No.1.14.1 ) | Cum | 107.1 | 107.1 | 216.0 | False | None | None | False | None | False | 23133.6 | 0 | | 2565366 | 78831 | None | PWD Uni SR 23-24 Vol-1 Item NO. 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 ma chine mixed, laid in layers not exceeding 150 mm thickness, well com pacted using plate vibrators, including all lead & lifts, cost of all materi als of quality, labour, Usage charges of machineries, 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 (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3 ) | Cum | 6288.45 | 6288.45 | 57.6 | False | None | None | False | None | False | 362214.72 | 0 | | 2565367 | 78831 | None | PWD Uni SR 23-24 Vol-1 Item NO. 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 (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2 ) | Cum | 6639.15 | 6639.15 | 198.0 | False | None | None | False | None | False | 1314551.7 | 0 | | 2565368 | 78831 | None | 2.4.2 | Formwark for CC Drain @ 35% (Comman SR, Volume-1, Pg No. 29/ SI. No.2a ) | Cum | 2323.7 | 2323.7 | 126.0 | False | None | None | False | None | False | 292786.2 | 0 | | 2565369 | 78831 | None | PWD Uni SR 23-24 Vol-1 Item NO. 2.11.f | 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. (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11f) | Tonne | 94510.5 | 94510.5 | 6.46 | False | None | None | False | None | False | 610537.83 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
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| 1707752757000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1707752757000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1707752757000 | 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 | | 1707752772000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately. | None | | 1707752786000 | 1 | None | None | ELIGIBILITY | The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 1,68,681/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 50,000/- by e-payment, Part-(2): Rs. 1,18,681/- EMD shall be in favour of Executive Engineer, PWD, Bidar Division, Bidar, and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD, Bidar Division, Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD, Bidar Division | None | | 1707752796000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 03(Three) months including Monsoon. | None | | 1707752809000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 1,18,681/- EMD shall be in favour of Executive Engineer, PWD , Bidar Division, Bidar and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks. | None | | 1707752822000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 84.35 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1707752833000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 25.31 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1707752843000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Impts. to Road such as of value not less than Rs 42.18 Lakhs/- | None | | 1707752853000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work(1)Earth work excavation/embankment/shoulders: 1968.00 cum (2)GSB: 430.00 Cum (3) WMM/WBM: 419.00 Cum (4) BM/SDBC: 202.00 Cum (5) PCC/RCC:204.00 Cum (6) Steel: 5.17 MT | None |
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