| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1719637948000 | 0 | None | None | Roads | CC Drain | 615066.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3406243 | 120271 | None | Item No.16.8 , Vol-III | 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
| Cum | 26.25 | 26.25 | 135.0 | False | None | None | False | None | False | 3543.75 | 0 | | 3406244 | 120271 | None | Item No2.1.6, Vol-I | 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 | 6555.15 | 6555.15 | 16.88 | False | None | None | False | None | False | 110650.932 | 0 | | 3406245 | 120271 | None | Item No.2.5.1, Vol-I | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6961.5 | 6961.5 | 41.62 | False | None | None | False | None | False | 289737.63 | 0 | | 3406246 | 120271 | None | Item No.2.5.1, Vol-I | Providing and removing form work @ 35%
| Cum | 2436.52 | 2436.52 | 41.63 | False | None | None | False | None | False | 101432.3276 | 0 | | 3406247 | 120271 | None | Item No.2.11-h, Vol-1 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure/ Superstructure complete as per Drawing and Technical Specifications.
| Tonne | 82961.55 | 82961.55 | 1.25 | False | None | None | False | None | False | 103701.9375 | 0 | | 3406248 | 120271 | None | Item No.1 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 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
| No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| | 1719637948000 | 1 | None | None | Roads | CC Road | 651194.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3406249 | 120272 | None | Item No. 3.7, Vol-III | 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
| m | 110.25 | 110.25 | 363.0 | False | None | None | False | None | False | 40020.75 | 0 | | 3406250 | 120272 | None | Item No-3.6, Vol-III | 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 | 72.6 | False | None | None | False | None | False | 37581.39 | 0 | | 3406251 | 120272 | None | Item No-4.2, Vol-III | 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 | 2476.95 | 2476.95 | 36.3 | False | None | None | False | None | False | 89913.285 | 0 | | 3406252 | 120272 | None | Item No-4.17, Vol-III | 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 | 36.3 | False | None | None | False | None | False | 97536.285 | 0 | | 3406253 | 120272 | None | Item No-16.28, Vol-III | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh
batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron
thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with
shovels, rakes, compacted using needle, screed and plate
vibrators and finished in continuous operation including
construction joints, primer, sealant, curing of concrete slabs
for 14-days, and water finishing to lines and grade as per
drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance
of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work."
| Cum | 7091.7 | 7091.7 | 54.45 | False | None | None | False | None | False | 386143.065 | 0 |
| | 1719637948000 | 0 | None | None | Roads | BT Road | 3758242.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3406254 | 120273 | None | Item No-2.5, 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.
| Sqm | 4.13 | 4.13 | 2354.4 | False | None | None | False | None | False | 9723.672 | 0 | | 3406255 | 120273 | None | Item 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 | 2437.5 | False | None | None | False | None | False | 15356.25 | 0 | | 3406256 | 120273 | None | Item No.3.7, Vol-III | 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.
| Cum | 110.3 | 110.3 | 585.0 | False | None | None | False | None | False | 64525.5 | 0 | | 3406257 | 120273 | None | Item No-16.8, Vol-III | Surface Drains in Soil 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. Mechanical Means
| Mtr | 26.3 | 26.3 | 1300.0 | False | None | None | False | None | False | 34190.0 | 0 | | 3406258 | 120273 | None | Item No-1.8, Vol-I | 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 | 731.25 | False | None | None | False | None | False | 363943.125 | 0 | | 3406259 | 120273 | None | Item No-4.1, Vol-III | 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 -VI Material
| Cum | 2659.7 | 2659.7 | 487.5 | False | None | None | False | None | False | 1296603.75 | 0 | | 3406260 | 120273 | None | Item No-4.13, Vol-III | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-I (63 mm to 45 mm) Using Screening Crushable type such as
Moorum or Gravel Using Screening Crushable type such as Moorum or Gravel
| Cum | 2272.0 | 2272.0 | 190.12 | False | None | None | False | None | False | 431952.64 | 0 | | 3406261 | 120273 | None | Item No-4.13(ii) B, Vol-III | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting
to the required density Using Screening Type B (11.2mm agg) Grading-II (53 mm to 22.4 mm)
| Cum | 2886.5 | 2886.5 | 182.81 | False | None | None | False | None | False | 527681.065 | 0 | | 3406262 | 120273 | None | Item No.5.1,(i) A Vol-III | Prime Coat over WMM/WBM 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 0.90 kg per m2 using mechanical means.
| Sqm | 43.05 | 43.05 | 2437.5 | False | None | None | False | None | False | 104934.375 | 0 | | 3406263 | 120273 | None | Item No-5.4,(ii) Vol-III | Tack coat on Bituminous surface 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 | 14.7 | 14.7 | 2437.5 | False | None | None | False | None | False | 35831.25 | 0 | | 3406264 | 120273 | None | Item No5.4,(ii) Vol-III | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled
roller, finished to required level and grades.
| Sqm | 156.45 | 156.45 | 2437.5 | False | None | None | False | None | False | 381346.875 | 0 | | 3406265 | 120273 | None | Item No-5.21, Vol-III | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30
| Sqm | 54.6 | 54.6 | 2437.5 | False | None | None | False | None | False | 133087.5 | 0 | | 3406266 | 120273 | None | Item No.8.16(ii), Vol-III | 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) | No | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 3406267 | 120273 | None | Item No-8.16(iii), Vol-III | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc.200 m stone (precast)
| No | 884.1 | 884.1 | 3.0 | False | None | None | False | None | False | 2652.3 | 0 | | 3406268 | 120273 | None | Item No-3.6(iii), Vol-III | 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 | 676.65 | False | None | None | False | None | False | 350267.8725 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1719637948000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1719637948000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1719637948000 | 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 | | 1719637948000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately. | None | | 1719637948000 | 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. 1,00,491/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 50,000/- by e-payment, Part-(2): Rs. 50,491/- 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 | | 1719637948000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 06(Six) months including Monsoon. | None | | 1719637948000 | 0 | None | None | ELIGIBILITY | This work is reserved for Scheduled Caste (SC) Contractor only Registered Scheduled Cast Certificate can submit their tender and should upload the Caste Certificate issued by the Competent Authority. | None | | 1719637948000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 50,491/- 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 | | 1719637948000 | 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. 50.25 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1719637948000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 15.08 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1719637948000 | 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 strengthening of existing crust of the Road by laying Earth work, GSB and OGPC AND Construction of CC Road and Drain such as of value not less than Rs 13.00 Lakhs/- | None | | 1719637948000 | 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: 1760.00 cum (2)GSB: 419.00 Cum (3) WMM/WBM: 327.00 Cum (4) BM/SDBC/OGPC: 39.00 Cum (5)PCC/RCC : 90.00 Cum (6)Steel:1.00 MT | None |
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