| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1708608000000 | 0 | None | None | Roads | Improvements to Road | 19644249.95 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2767176 | 88206 | None | Vol.3-2.4 (IIA) | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. | Sqm / K | 412.65 | 412.65 | 66.0 | False | None | None | False | None | False | 27234.9 | 0 | | 2767177 | 88206 | None | Vol.3 - 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 | Sqm | 6.3 | 6.3 | 8812.5 | False | None | None | False | None | False | 55518.75 | 0 | | 2767178 | 88206 | None | Vol.1-1.14 | 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 | Cum | 107.1 | 107.1 | 1128.0 | False | None | None | False | None | False | 120808.8 | 0 | | 2767179 | 88206 | None | Vol.1-1.7 | 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) | Cum | 124.95 | 124.95 | 2324.0 | False | None | None | False | None | False | 290383.8 | 0 | | 2767180 | 88206 | None | Vol.3-4.2B(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 as per clause 401 | Cum | 2476.95 | 2476.95 | 1910.0 | False | None | None | False | None | False | 4730974.5 | 0 | | 2767181 | 88206 | None | Vol.3-3.6 | 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 of Table 300.2 as per Technical Specification Clause 303.1. | Cum | 517.65 | 517.65 | 3635.25 | False | None | None | False | None | False | 1881787.1625 | 0 | | 2767182 | 88206 | None | Vol.3-4.17 | 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. | Cum | 2686.95 | 2686.95 | 2041.87 | False | None | None | False | None | False | 5486402.5965 | 0 | | 2767183 | 88206 | None | Vol.3-5.1(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. | Sqm | 43.05 | 43.05 | 9075.0 | False | None | None | False | None | False | 390678.75 | 0 | | 2767184 | 88206 | None | Vol.3-5.4 (II) | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared Granular surface cleaned with mechanical broom | Sqm | 14.7 | 14.7 | 9075.0 | False | None | None | False | None | False | 133402.5 | 0 | | 2767185 | 88206 | None | vOL.3-5.8 (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 | Cum | 8044.05 | 8044.05 | 453.75 | False | None | None | False | None | False | 3649987.6875 | 0 | | 2767186 | 88206 | None | vOL.3-5.31 | 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. | Cum | 10659.6 | 10659.6 | 226.87 | False | None | None | False | None | False | 2418343.452 | 0 | | 2767187 | 88206 | None | vOL.3-8.16(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 Clause 1703 km STONE
| No | 3073.35 | 3073.35 | 3.0 | False | None | None | False | None | False | 9220.05 | 0 | | 2767188 | 88206 | None | vOL.3-8.16(III) | 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 Clause 1703 200 MTR STONE
| No | 884.1 | 884.1 | 10.0 | False | None | None | False | None | False | 8841.0 | 0 | | 2767189 | 88206 | None | Vol.3-8.5(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 450x50x600 mm, 600 mm below ground level as per approved drawing and technical specification Clause 801. | No | 4918.2 | 4918.2 | 6.0 | False | None | None | False | None | False | 29509.2 | 0 | | 2767190 | 88206 | None | Vol.3-8.7 | 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 with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. (1.2mts X 0.75Mts) | Sqm | 9460.5 | 9460.5 | 3.6 | False | None | None | False | None | False | 34057.8 | 0 | | 2767191 | 88206 | None | Vol.3-8.15 | 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, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803- - with all lead and lift including other incidental charges wherever necessary for successful completion of work | Sqm | 556.5 | 556.5 | 470.0 | False | None | None | False | None | False | 261555.0 | 0 | | 2767192 | 88206 | None | Vol-3-16.8 B | Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b. Mechanical Means | m | 26.26 | 26.26 | 4400.0 | False | None | None | False | None | False | 115544.0 | 0 |
| | 1708608000000 | 0 | None | None | Roads | Construction of CD WORKS | 627418.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2767193 | 88207 | None | Vol.1-1.14.1 | 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, tools, usage of machinery & other appurtenaces required to complete
the work | Cum | 107.1 | 107.1 | 62.16 | False | None | None | False | None | False | 6657.336 | 0 | | 2767194 | 88207 | None | Vol.1-1.8 | 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 specifcations, including cost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work | Cum | 497.7 | 497.7 | 24.78 | False | None | None | False | None | False | 12333.006 | 0 | | 2767195 | 88207 | None | Vol.1-2.1.3 | Providing and laying in position Cement Concrete for levelling course for all
works in foundation. The granite / trap/ basalt crushed graded coarse aggregates and fne
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 specifcations. | Cum | 6288.45 | 6288.45 | 6.38 | False | None | None | False | None | False | 40120.311 | 0 | | 2767196 | 88207 | None | 2.4.1 vol-1 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes labour, Usage charges of machinery, curing and all other appurtenances required to complete the work
as per technical specifications. (The cost of steel"
"M15 Design Mix Using 20 mm and down size graded crushed coarse
aggregates | Cum | 6724.2 | 6724.2 | 44.98 | False | None | None | False | None | False | 302454.516 | 0 | | 2767197 | 88207 | None | Vol.3-16.15 | 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 1106 1000 mm dia | Rmtr | 8355.9 | 8355.9 | 20.0 | False | None | None | False | None | False | 167118.0 | 0 | | 2767198 | 88207 | None | Vol.1-2.11.h | Supplying, ftting 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 specifcation All other type of structures | Tonne | 82961.55 | 82961.55 | 0.55 | False | None | None | False | None | False | 45628.8525 | 0 | | 2767199 | 88207 | None | item no. 14.4 A Vol-3 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A Stone/Boulder | Cum | 2007.6 | 2007.6 | 14.4 | False | None | None | False | None | False | 28909.44 | 0 | | 2767200 | 88207 | None | 2.4.1 a | Providing centering shuttering etc | Cum | 537.94 | 537.94 | 44.98 | False | None | None | False | None | False | 24196.5412 | 0 |
| | 1708608000000 | 0 | None | None | Roads | Construction of drain | 901905.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2767201 | 88208 | None | Vol.1-1.14.1 | 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, tools, usage of machinery & other appurtenaces required to complete the | Cum | 107.1 | 107.1 | 90.0 | False | None | None | False | None | False | 9639.0 | 0 | | 2767202 | 88208 | None | Vol.1-2.1.3 | 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 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) | Cum | 6288.45 | 6288.45 | 13.5 | False | None | None | False | None | False | 84894.075 | 0 | | 2767203 | 88208 | None | Vol.1-2.5.1 | 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 fne 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 confrming 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 specifcations. M20 Design Mix
Using 20 mm nominal size graded crushed coarse aggregate | Cum | 6961.5 | 6961.5 | 60.08 | False | None | None | False | None | False | 418246.92 | 0 | | 2767204 | 88208 | None | vol-2.5.1.a | provinding centering shuttering charges | Cum | 2436.53 | 2436.53 | 36.0 | False | None | None | False | None | False | 87715.08 | 0 | | 2767205 | 88208 | None | Vol.1-2.11.h | Supplying, ftting 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 specifcation All other type of structures | Tonne | 82961.55 | 82961.55 | 3.0 | False | None | None | False | None | False | 248884.65 | 0 | | 2767206 | 88208 | None | Vol.3-16.15.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 parapets Clause 1106. 750 mm dia | Rmtr | 3501.75 | 3501.75 | 15.0 | False | None | None | False | None | False | 52526.25 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1708608001000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1708608001000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1708608001000 | 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 | | 1708608023000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately. | None | | 1708608040000 | 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. 3,17,604/- 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 2,17,604/- 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 | | 1708608050000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 09(NIne) months including Monsoon. | None | | 1708608086000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 2,17,604/- 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 | | 1708608096000 | 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. 423.46 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1708608105000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 70.58 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1708608154000 | 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 Construction of BT Road such as of value not less than Rs 105.87 Lakhs/- | None | | 1708608172000 | 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 (1)Earth work excavation/embankment/shoulders: 5811.00 cum (2) GSB: 1528.00 Cum (3) WMM/WBM :1634.00 Cum (4) BM/SDBC: 545.00 Cum (5) PCC/RCC : 100.00 Cum | None |
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