| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709286543000 | 0 | None | None | Roads | Working Ch. From 32.20 Km to 33.048 Km | 10563714.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871493 | 93690 | None | 2.5(ii)A,Vol-3 | Clearing and Grubbing Road Land.
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. By
Mechanical Means using Dozer a) In area of light
jungle | Sqm | 412.65 | 412.65 | 4.37 | False | None | None | False | None | False | 1803.2805 | 0 | | 2871494 | 93690 | None | 3.5,Vol-3 | Scarifying the existing bituminous road surface to a
depth of 50mm and disposal of scarified material by
Mechanical Means using Hydraulic excavator with in
all lifts and lead | Sqm | 6.3 | 6.3 | 3450.0 | False | None | None | False | None | False | 21735.0 | 0 | | 2871495 | 93690 | None | 3.7,Vol-3 | 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 | 110.25 | 110.25 | 1173.0 | False | None | None | False | None | False | 129323.25 | 0 | | 2871496 | 93690 | None | 1.12,Vol1 | 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.
| Cum | 99.75 | 99.75 | 1035.0 | False | None | None | False | None | False | 103241.25 | 0 | | 2871497 | 93690 | None | 3.6,Vol-3 | Construction of Subgrade and Earthen Shoulders
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 | 1978.0 | False | None | None | False | None | False | 1023911.7 | 0 | | 2871498 | 93690 | None | 4.2(V),V ol-3 | By Mix in place Method
Construction of Granular Sub-Base of required grading as per design mixing 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
power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material
| Cum | 2476.95 | 2476.95 | 989.0 | False | None | None | False | None | False | 2449703.55 | 0 | | 2871499 | 93690 | None | 4.17,Vol3 | A Wet Mix Macadam (Plant mix method)
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 | 1138.5 | False | None | None | False | None | False | 3059092.575 | 0 | | 2871500 | 93690 | None | 5.1,Vol-3 | A Prime Coat over WMM/WBM
(i) 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 | 5060.0 | False | None | None | False | None | False | 217833.0 | 0 | | 2871501 | 93690 | None | 5.3 (i) ,Vol-3 | Tack coat on Bituminous surface Providing and
applying tack coat with VG-10 Bitumen using pressure
distributor at the rate of 0.20 kg/m2 on the prepared
bitumenous surface cleaned with mechanical broom | Sqm | 12.6 | 12.6 | 5060.0 | False | None | None | False | None | False | 63756.0 | 0 | | 2871502 | 93690 | None | 5.8 (ii) C,Vol-3 | Bituminous Macadam Grading - II for traffic 20 MSA 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 | 253.0 | False | None | None | False | None | False | 2035144.65 | 0 | | 2871503 | 93690 | None | 5.31,Vol3 | Semi Dense Bituminous Concrete
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 | 126.5 | False | None | None | False | None | False | 1348439.4 | 0 | | 2871504 | 93690 | None | 8.8,Vol-3 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction
and place identification retro reflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 | 10187.1 | 10187.1 | 0.72 | False | None | None | False | None | False | 7334.712 | 0 | | 2871505 | 93690 | None | 8.15 | 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 | 184.0 | False | None | None | False | None | False | 102396.0 | 0 |
| | 1709286543000 | 0 | None | None | Roads | Construction of CD | 651550.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871506 | 93691 | None | P.No.8, I.No.1.14.1,Vo l-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 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 32.4 | False | None | None | False | None | False | 3470.04 | 0 | | 2871507 | 93691 | None | P.No.7, I.No.1.8,Vol-1 | 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
If the height of embankment construction is more than 1.50 m add 5 per m for every 1.50 m height or
part there off Deduct 5 per m if rollers are not used and tamping is done
manually
Add 8 per m for works under foul & sullage situation | Cum | 497.7 | 497.7 | 110.29 | False | None | None | False | None | False | 54891.333 | 0 | | 2871508 | 93691 | None | P.No. 15, I.No.2.1.3,Vol1 | 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 | 3.64 | False | None | None | False | None | False | 22889.958 | 0 | | 2871509 | 93691 | None | P.No. 15, I.No.2.2.2,Vol1 | Providing and laying in position Reinforced
cement concrete for all Foundation works.
The granite/trap/basalt crushed graded
coarse aggregates and fine aggregates as
per relevant IS Codes machine mixed with
super plasticizers laid in finished layers, well
compacted using needle vibrators,
includingall lead & lifts, cost of all materials,
quality confirming to the requirements of
relevant IS codes , labour, Usage charges of
machinery, curing and all the other
appurtenances required to complete the work | Cum | 6560.4 | 6560.4 | 43.12 | False | None | None | False | None | False | 282884.448 | 0 | | 2871510 | 93691 | None | P.No. 115, Appendix - I Sl.No:7,Vol-1 | Additionalitiesfor Form Work and Centring, &
Scaffolding charges for CD'S Head Wall | Cum | 524.83 | 524.83 | 43.06 | False | None | None | False | None | False | 22599.1798 | 0 | | 2871511 | 93691 | None | P.No. 135, I.No.16.15 B,Vol-3 | Providing and Laying Reinforced Cement
Concrete Pipe NP3 as per design in Single
Row 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 | Mtr | 8355.9 | 8355.9 | 20.0 | False | None | None | False | None | False | 167118.0 | 0 | | 2871512 | 93691 | None | P.No.18, I.No.2.11a,Vol1 | 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.c)Sub structure of | Tonne | 90754.65 | 90754.65 | 1.0765 | False | None | None | False | None | False | 97697.380725 | 0 |
|
|
|---|
| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1709286550000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1709286550000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1709286550000 | 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 | | 1709286572000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately. | None | | 1709286589000 | 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. 2,00,000/- 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 1,00,000/- 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 | | 1709286597000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 06(Six) months including Monsoon. | None | | 1709286627000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 1,00,000/- 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 | | 1709286638000 | 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. 224.30 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1709286648000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 56.08 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1709286663000 | 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 56.08 Lakhs/- | None | | 1709286674000 | 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 (1) EWE: 3463.00 cum (2) GSB: 791.00 Cum (3) WMM/WBM: 910.00 cum (4) BM/SDBC: 304.00 cum (5) RCC/PCC: 37.41 cum (6) Steel: 0.87 tonne | None |
|
|---|
| technicalCriterionList | | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
|---|
| None | None | None | None | Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year | None | None | | | None | None | None | None | Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year | None | None | | | None | None | None | None | Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) | None | None | | | None | None | None | None | Banker Details for reference | None | None | | | None | None | None | None | Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded | None | None | | | None | None | None | None | Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded | None | None | | | None | None | None | None | List of Financial Resources with Certificates | None | None | | | None | None | None | None | 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. 224.30 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Audited CA Certificate of Annual Turnover |
| | None | None | None | None | 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 56.08 Lakhs/- | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Work Done Certificate |
| | None | None | None | None | 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) EWE: 3463.00 cum (2) GSB: 791.00 Cum (3) WMM/WBM: 910.00 cum (4) BM/SDBC: 304.00 cum (5) RCC/PCC: 37.41 cum (6) Steel: 0.87 tonne | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Work Done Certificate |
| | None | None | None | None | List of existing commitments and ongoing works | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- List of existing commitments and ongoing works |
| | None | None | None | None | List of works for which tenders already submitted | Past Experience | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Others -- List of works for which tenders already submitted |
| | None | None | None | None | Liquid Assets and/or availability of credit facilities of not less than Rs. 56.08 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | Line of Credit |
| | None | None | None | None | Total value of civl engineering works executed and payments received in the last five years (year-wise) | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | ITR Filed Copy (Mentioning PAN) |
| | None | None | None | None | Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years | Financial Status | None | | createdTs | version | createdDate | modifiedDate | documentName |
|---|
| None | None | None | None | ITR Filed Copy (Mentioning PAN) |
|
|
|---|