| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1705922065000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD | 36482447.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2263857 | 66307 | None | P.No-9, I.No-2.5-(ii)-a Vol-III | 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.
(ii) -a) By Mechanical means using dozer
In area of light jungle"
| Sqm | 412.65 | 412.65 | 170.4 | False | None | None | False | None | False | 70315.56 | 0 | | 2263858 | 66307 | None | P.No-8, I.No-1.12 Vol-I 2023-24 | 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
| Cum | 99.75 | 99.75 | 1396.66 | False | None | None | False | None | False | 139316.835 | 0 | | 2263859 | 66307 | None | P.No-17, I.No-3.5 Vol-III | 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 | 12880.0 | False | None | None | False | None | False | 81144.0 | 0 | | 2263860 | 66307 | None | P.No-18, I.No-3.11 Vol-III 2023-24 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.
| Sqm | 4.2 | 4.2 | 27600.0 | False | None | None | False | None | False | 115920.0 | 0 | | 2263861 | 66307 | None | P.No-7, I.No-1.7 Vo-1 2023-24 | 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 @60/m3 )
| Cum | 124.95 | 124.95 | 419.0 | False | None | None | False | None | False | 52354.05 | 0 | | 2263862 | 66307 | None | P.No-7, I.No-1.8 Vo-1 2023-24 | 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.
| Cum | 497.7 | 497.7 | 6769.42 | False | None | None | False | None | False | 3369140.334 | 0 | | 2263863 | 66307 | None | P.No-17, I.No-3.6 Vol-III 2023-24 | 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
| Cum | 517.65 | 517.65 | 4596.0 | False | None | None | False | None | False | 2379119.4 | 0 | | 2263864 | 66307 | None | P.No-23, I.No-4.1-A-V Vol-III 2023-24 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
For Grading -V Material"
| Cum | 2611.35 | 2611.35 | 2760.0 | False | None | None | False | None | False | 7207326.0 | 0 | | 2263865 | 66307 | None | P.No-26, I.No-4.17 Vol-III 2023-24 | 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 rollerto achieve the desireddensity.
| Cum | 2686.95 | 2686.95 | 3229.2 | False | None | None | False | None | False | 8676698.94 | 0 | | 2263866 | 66307 | None | P.No-33, I.No-5.8-ii-c Vol-III 2023-24 | 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 | 1065.0 | False | None | None | False | None | False | 8566913.25 | 0 | | 2263867 | 66307 | None | P.No-31, I.No-5.1-A-i Vol-III | 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.
| Sqm | 43.05 | 43.05 | 13800.0 | False | None | None | False | None | False | 594090.0 | 0 | | 2263868 | 66307 | None | P.No-43, I.No-5.31 Vol-III 2023-24 | 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 | 426.0 | False | None | None | False | None | False | 4540989.6 | 0 | | 2263869 | 66307 | None | P.No-67, I.No-8.16-ii Vol-III 2023-24 | 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)"
| Each | 3073.35 | 3073.35 | 6.0 | False | None | None | False | None | False | 18440.1 | 0 | | 2263870 | 66307 | None | P.No-67, I.No-8.16-iii Vol-III 2023-24 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
200m stone (precast)"
| Each | 884.1 | 884.1 | 27.0 | False | None | None | False | None | False | 23870.7 | 0 | | 2263871 | 66307 | None | P.No-65, I.No-8.7 Vol-III 2023-24 | 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
| Sqm | 9460.5 | 9460.5 | 5.0 | False | None | None | False | None | False | 47302.5 | 0 | | 2263872 | 66307 | None | P.No-64, I.No-8.6-A-iv Vol-III | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.
60 cm equilateral triangle"
| Each | 3784.2 | 3784.2 | 8.88 | False | None | None | False | None | False | 33603.696 | 0 | | 2263873 | 66307 | None | P.No-67, I.No-8.15 Vol-III 2023-24 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
| Sqm | 556.5 | 556.5 | 736.0 | False | None | None | False | None | False | 409584.0 | 0 | | 2263874 | 66307 | None | P.No-91, I.No-10.4 Vol-III 2023-24 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2"
| Sqm | 164.85 | 164.85 | 375.0 | False | None | None | False | None | False | 61818.75 | 0 | | 2263875 | 66307 | None | P.No-31, I.No-5.3 Vol-III | 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
| Sqm | 12.6 | 12.6 | 7500.0 | False | None | None | False | None | False | 94500.0 | 0 |
| | 1705922065000 | 0 | None | None | Roads | CONSTRUCTION OF 1000mm DIA 1R PIPE CULVERT | 452410.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2263876 | 66308 | None | P.No-8, I.No-1.14.1 Vo-1 2023-24 | 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 | 36.03 | False | None | None | False | None | False | 3858.813 | 0 | | 2263877 | 66308 | None | P.No-15, I.No-2.1.3 Vo-1 2023-24 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates"
| Cum | 6288.45 | 6288.45 | 3.49 | False | None | None | False | None | False | 21946.6905 | 0 | | 2263878 | 66308 | None | P.No-16, I.No-2.4.1 Vo-1 2023-24 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates"
| Cum | 6724.2 | 6724.2 | 2.71 | False | None | None | False | None | False | 18222.582 | 0 | | 2263879 | 66308 | None | P.No-16, I.No-2.4.2 Vo-1 2023-24 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
| Cum | 6639.15 | 6639.15 | 31.15 | False | None | None | False | None | False | 206809.5225 | 0 | | 2263880 | 66308 | None | P.No-18, I.No-2.11 Vo-1 2023-24 | 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.
| Tonne | 90754.65 | 90754.65 | 0.84 | False | None | None | False | None | False | 76233.906 | 0 | | 2263881 | 66308 | None | P.No-146, I.No-16.15-b Vol-III | 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 1101.6.
1000mm dia"
| m | 8355.9 | 8355.9 | 15.0 | False | None | None | False | None | False | 125338.5 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1705922066000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1705922066000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1705922066000 | 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 | | 1705922094000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 4,54,023/- 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 | | 1705922104000 | 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. 738.69 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1705922115000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 123.12 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1705922154000 | 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 Road such as of value not less than Rs 184.68 Lakhs/- | None | | 1705922165000 | 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 (c) executed in any one year, the following minimum quantities of work(1)Earth work excavation/embankment/shoulders: 10573.00 cum (2) PCC/RCC : 36.14 Cum (3) BM/SDBC: 1193.00 Cum (4) GSB: 2208.00 Cum (5) WMM/WBM : 2583.00 Cum | None | | 1705922192000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 09(Nine) months including Monsoon. | None | | 1705922242000 | 1 | None | None | ELIGIBILITY | Each Tenderer should further demonstrate: ( As per Govt. Circular No. PWD 60 CRM 2021 Dt 08.11.2021)(a) Availability by owning the required / specified key and critical equipment for this work is 1) Hotmix Plant - 1 No. (2) Paver Finisher: 1 No.(3) Vibrator Roller : 1 No(4) Tipper : 2 No(5) Bituminous Mechanical Sprayer : 1 NoAnd availability by lease /Hire basis for this work is (1) Tippers -2 No. (2) Excavator like JCB/Hitachi : 2 No. (3) Water Tanker : 2 No. (The relevant documents ownership / commitment /agreements etc. for availability for this work are furnished)- | None | | 1706096652000 | 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. 5,54,023/- 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 4,54,023/- 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 |
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