| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1708443393000 | 0 | None | None | Roads | Improvements to the road from SH-123 to Balat (B) upto Dr BR Ambedkar Circle at Balat (B) in Kamalnagar taluka of Bidar District | 15833847.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2722132 | 86121 | None | 2.5 (ii) A | 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 In area of light jungle PWD SR-2023-24, Vol. 3 | Sqm | 4.13 | 4.13 | 2640.0 | False | None | None | False | None | False | 10903.2 | 0 | | 2722133 | 86121 | 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
PWD SR-2023-24, Vol. 3 | Sqm | 6.3 | 6.3 | 3337.5 | False | None | None | False | None | False | 21026.25 | 0 | | 2722134 | 86121 | None | 19.2.1 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. PWD SR 2023-24 Vol. 2 | Cum | 1746.15 | 1746.15 | 111.7 | False | None | None | False | None | False | 195044.955 | 0 | | 2722135 | 86121 | 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.
PWD SR-2023-24, Vol. 3 | Cum | 110.25 | 110.25 | 1057.5 | False | None | None | False | None | False | 116589.375 | 0 | | 2722136 | 86121 | None | 16.8 b | Construction of unline surface dressing of average cross sectional area 0.40 Sqm in soil to specified lines,grades level and dimension. Excavated material to be used in embkmant with a lift of upto 3 m and lead of 50m PWD SR-2023-24, Vol. 3 | Rmtr | 26.25 | 26.25 | 1200.0 | False | None | None | False | None | False | 31500.0 | 0 | | 2722137 | 86121 | None | 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,
PWD SR-2023-24, Vol. 1 | Cum | 99.75 | 99.75 | 158.4 | False | None | None | False | None | False | 15800.4 | 0 | | 2722138 | 86121 | None | 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
PWD SR-2023-24, Vol. 1 | Cum | 124.95 | 124.95 | 486.0 | False | None | None | False | None | False | 60725.7 | 0 | | 2722139 | 86121 | None | 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
PWD SR-2023-24, Vol. 1 | Cum | 497.7 | 497.7 | 1868.16 | False | None | None | False | None | False | 929783.232 | 0 | | 2722140 | 86121 | None | 4.2 b (v) | Construction of granular sub-base by providing close graded material 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
PWD SR-2023-24, Vol. 3 | Cum | 2476.95 | 2476.95 | 1304.22 | False | None | None | False | None | False | 3230487.729 | 0 | | 2722141 | 86121 | None | 3.6 | Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement
PWD SR-2023-24, Vol. 3 | Cum | 517.65 | 517.65 | 1484.04 | False | None | None | False | None | False | 768213.306 | 0 | | 2722142 | 86121 | 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
PWD SR-2023-24, Vol. 3 | Cum | 2686.95 | 2686.95 | 1242.53 | False | None | None | False | None | False | 3338615.9835 | 0 | | 2722143 | 86121 | None | 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
PWD SR-2023-24, Vol. 3 | Cum | 8044.5 | 8044.5 | 227.25 | False | None | None | False | None | False | 1828112.625 | 0 | | 2722144 | 86121 | None | 5.1 a i | Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means
PWD SR-2023-24, Vol. 3 | Sqm | 43.05 | 43.05 | 4544.9 | False | None | None | False | None | False | 195657.945 | 0 | | 2722145 | 86121 | None | 5.4 ii | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.
PWD SR-2023-24, Vol. 3 | Sqm | 14.7 | 14.7 | 4544.9 | False | None | None | False | None | False | 66810.03 | 0 | | 2722146 | 86121 | 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
PWD SR-2023-24, Vol. 3 | Cum | 10659.6 | 10659.6 | 113.63 | False | None | None | False | None | False | 1211250.348 | 0 | | 2722147 | 86121 | None | 8.16 (ii) | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification
PWD SR-2023-24, Vol. 3 | No | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 2722148 | 86121 | None | 8.16 (iii) | Reinforced cement concrete M15 grade 200 mtr stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification.
PWD SR-2023-24, Vol. 3 | No | 884.1 | 884.1 | 4.0 | False | None | None | False | None | False | 3536.4 | 0 | | 2722149 | 86121 | None | 8.5 a ii | Providing and fixing of Retro-reflectorised Traffic Signs, mandatory and informatory sign board as per IRC.67 made of Encapsulapted Lens Type Reflective Sheeting vide clause 1701.2.3 Fifed Over alluminum Sheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75mmX 6mm firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete
PWD SR-2023-24, Vol. 3 | No | 4918.2 | 4918.2 | 8.0 | False | None | None | False | None | False | 39345.6 | 0 | | 2722150 | 86121 | None | 8.7 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation
PWD SR-2023-24, Vol. 3 | Sqm | 9460.5 | 9460.5 | 3.6 | False | None | None | False | None | False | 34057.8 | 0 | | 2722151 | 86121 | None | 8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area
PWD SR-2023-24, Vol. 3 | Sqm | 556.5 | 556.5 | 180.25 | False | None | None | False | None | False | 100309.125 | 0 | | 2722152 | 86121 | None | 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
PWD SR-2023-24, Vol. 3 | No | 785.4 | 785.4 | 69.0 | False | None | None | False | None | False | 54192.6 | 0 | | 2722153 | 86121 | None | 16.27 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork PWD SR 2023-24 Vol. 3 | Cum | 6692.7 | 6692.7 | 515.95 | False | None | None | False | None | False | 3453098.565 | 0 | | 2722154 | 86121 | None | 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers Cats 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 PWD SR 2023-24 Vol. 3 | No | 383.25 | 383.25 | 320.0 | False | None | None | False | None | False | 122640.0 | 0 |
| | 1708443393000 | 0 | None | None | Roads | Deck Slab | 1188932.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2722155 | 86122 | 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, 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, PWD SR-2023-24, Vol. 1 | Cum | 107.1 | 107.1 | 131.27 | False | None | None | False | None | False | 14059.017 | 0 | | 2722156 | 86122 | None | 2.1.3 | 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 Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates materials PWD SR-2023-24, Vol.1 | Cum | 6288.45 | 6288.45 | 17.9 | False | None | None | False | None | False | 112563.255 | 0 | | 2722157 | 86122 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates needle vibrators, providing weep holes PWD SR-2023-24, Vol.1 | Cum | 7170.28 | 7170.28 | 69.01 | False | None | None | False | None | False | 494821.0228 | 0 | | 2722158 | 86122 | None | 2.5.2 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates PWD SR-2023-24, Vol.1 | Cum | 7544.41 | 7544.41 | 22.68 | False | None | None | False | None | False | 171107.2188 | 0 | | 2722159 | 86122 | None | 2.11 h | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery, labour, cleaning straighting, cutting,bending, hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications PWD SR-2023-24, Vol.1 | Tonne | 82961.55 | 82961.55 | 2.88 | False | None | None | False | None | False | 238929.264 | 0 | | 2722160 | 86122 | None | 12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification PWD SR-2023-24, Vol.3 | Cum | 1226.4 | 1226.4 | 25.92 | False | None | None | False | None | False | 31788.288 | 0 | | 2722161 | 86122 | None | 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting PWD SR-2023-24, Vol.3 | No | 785.4 | 785.4 | 160.0 | False | None | None | False | None | False | 125664.0 | 0 |
| | 1708443393000 | 0 | None | None | Roads | Construction of CC Drain | 6830697.33 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2722162 | 86123 | 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, 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, PWD SR-2023-24, Vol. 1 | Cum | 107.1 | 107.1 | 1017.45 | False | None | None | False | None | False | 108968.895 | 0 | | 2722163 | 86123 | None | 2.1.3 | 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 Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates materials PWD SR-2023-24, Vol.1 | Cum | 6288.45 | 6288.45 | 110.03 | False | None | None | False | None | False | 691918.1535 | 0 | | 2722164 | 86123 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates needle vibrators, providing weep holes PWD SR-2023-24, Vol.1 | Cum | 7170.28 | 7170.28 | 618.45 | False | None | None | False | None | False | 4434459.666 | 0 | | 2722165 | 86123 | None | 2.11 h | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery, labour, cleaning straighting, cutting,bending, hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications PWD SR-2023-24, Vol.1 | Tonne | 82961.55 | 82961.55 | 19.23 | False | None | None | False | None | False | 1595350.6065 | 0 |
| | 1708443393000 | 0 | None | None | Roads | 750mm dia Field Crossings | 254334.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2722166 | 86124 | None | 16.15 c | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet clause 750 mm dia PWD SR-2023-24, Vol.3 | Rmtr | 3501.75 | 3501.75 | 40.0 | False | None | None | False | None | False | 140070.0 | 0 | | 2722167 | 86124 | None | 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. PWD SR-2023-24, Vol.1 | Cum | 497.7 | 497.7 | 171.5 | False | None | None | False | None | False | 85355.55 | 0 | | 2722168 | 86124 | None | 14.4 a | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 14.4 | False | None | None | False | None | False | 28909.44 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1708443394000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1708443394000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1708443394000 | 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 | | 1708443416000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately | None | | 1708443440000 | 0 | 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. 3,62,436/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 1,00,000/- by e-payment, Part-(2): Rs 2,62,436/- 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 | | 1708443452000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 09(Nine) months including Monsoon. | None | | 1708443497000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 2,62,436/- 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 | | 1708443511000 | 1 | 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. 482.15Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1708443527000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 80.55 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc | None | | 1708443553000 | 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 BT Roads such as of value not less than Rs 120.82 Lakhs/- | None | | 1708443581000 | 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 (1)Earth work excavation/embankment/shoulders: 4253.00 cum (2) GSB:1043.00 Cum (3) WMM/WBM :994.00 Cum (4) BM/SDBC: 273.00 Cum (5) PCC/RCC :1083.00 Cum (6) Steel:17.69MT (7) NP3: 32.00Rmt. | None |
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