| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1718912885000 | 0 | None | None | Roads | COST FOR FLEXIBLE PAVEMENT | 21906192.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3321644 | 116313 | None | 2.5 | 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 In area of thorny jungle | 100 Sqm | 508.2 | 508.2 | 95.22 | False | None | None | False | None | False | 48390.804 | 0 | | 3321645 | 116313 | None | 3.7 | Compacting Original Ground ompacting original ground supporting embankment 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 | 6195.0 | False | None | None | False | None | False | 682998.75 | 0 | | 3321646 | 116313 | 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. (Royalty shall be recovered @ Rs. 60.00/m3 | Cum | 124.95 | 124.95 | 250.02 | False | None | None | False | None | False | 31239.999 | 0 | | 3321647 | 116313 | 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 | Cum | 497.7 | 497.7 | 1308.07 | False | None | None | False | None | False | 651026.439 | 0 | | 3321648 | 116313 | None | 16.8 | 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 | Rmtr | 26.25 | 26.25 | 11305.0 | False | None | None | False | None | False | 296756.25 | 0 | | 3321649 | 116313 | None | 16.10 | Construction of Granular Sub-Base by Mix in Place Method
by providing well graded Gravel, spreading in uniform
layers with motor grader on prepared surface, mixing by
mix in place method with rotavator at OMC, and compacting
with smooth wheel roller to achieve the desired density,
complete as per Technical Specification | Cum | 1498.35 | 1498.35 | 2855.25 | False | None | None | False | None | False | 4278163.8375 | 0 | | 3321650 | 116313 | None | 3.6 | 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 | 4041.6 | False | None | None | False | None | False | 2092134.24 | 0 | | 3321651 | 116313 | None | 4.14 | 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 Mechanical means | Cum | 2272.2 | 2272.2 | 1321.88 | False | None | None | False | None | False | 3003575.736 | 0 | | 3321652 | 116313 | None | 4.14 | 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 (11.2 mm | Cum | 2526.3 | 2526.3 | 1659.38 | False | None | None | False | None | False | 4192091.694 | 0 | | 3321653 | 116313 | None | 5.33 | Providing and applying tack coat with VG-10 Bitumen using
pressure distributor at the rate of 0.25 kg/m2
on Granular
Surface. | Sqm | 15.75 | 15.75 | 22125.0 | False | None | None | False | None | False | 348468.75 | 0 | | 3321654 | 116313 | None | 5.2 | Providing and applying primer coat with SS1 grade Bituminous
Emulsion on prepared surface of granular Base including cleaning
with mechanical Broom of road surface and spraying primer at
the rate of 0.90 kg/m2
using mechanical means | Sqm | 55.65 | 55.65 | 22125.0 | False | None | None | False | None | False | 1231256.25 | 0 | | 3321655 | 116313 | None | 5.19 | 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 | 22125.0 | False | None | None | False | None | False | 3461456.25 | 0 | | 3321656 | 116313 | None | 16.13 | Providing and laying Seal Coat using VG30 Bitumen by
Manual means by sealing the voids in a bituminous surface
laid to the specified levels, grade and cross fall using Type B
as per Technical Specification | Sqm | 65.1 | 65.1 | 22125.0 | False | None | None | False | None | False | 1440337.5 | 0 | | 3321657 | 116313 | None | 8.54 | Providing and fixing board displaying information, such
as 'Name of work, Tender cost, Name of Contractor, Work
completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild
steel sheet painted with one coat of Zinc chromate stoving
primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols
etc. with approved colour shade paint complete, on M.S.angle
of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two
M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long
painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete
block of size 60 cm x 60 cm x 75 cm including, excavation,
refilling, transportation, and labour etc complete. Spec. No. As
directed by Engineer in Charge & MoRTH specification 804
| Each | 9450.0 | 9450.0 | 2.0 | False | None | None | False | None | False | 18900.0 | 0 | | 3321658 | 116313 | None | 8.6 | 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 | 14.0 | False | None | None | False | None | False | 52978.8 | 0 | | 3321659 | 116313 | None | 8.16 | Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc 5th kilometre stone (precast | Each | 5335.05 | 5335.05 | 1.0 | False | None | None | False | None | False | 5335.05 | 0 | | 3321660 | 116313 | None | 8.16 | 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 | Each | 884.1 | 884.1 | 24.0 | False | None | None | False | None | False | 21218.4 | 0 | | 3321661 | 116313 | None | 8.16 | 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 | 7.0 | False | None | None | False | None | False | 21513.45 | 0 | | 3321662 | 116313 | 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 | Sqm | 6.3 | 6.3 | 4500.0 | False | None | None | False | None | False | 28350.0 | 0 |
| | 1718912885000 | 0 | None | None | Roads | CONSTRUCTION OF 1000 mm DIA 1R PIPE CULVERT (5 NOS) | 2203511.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3321663 | 116314 | 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, tools, usage of machinery & other appurtenaces
required to complete the work | Cum | 107.1 | 107.1 | 90.05 | False | None | None | False | None | False | 9644.355 | 0 | | 3321664 | 116314 | None | 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 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
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 8.7 | False | None | None | False | None | False | 54709.515 | 0 | | 3321665 | 116314 | None | 2.4.1 | Providing and laying in position 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 necessary, 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 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6724.2 | 6724.2 | 6.8 | False | None | None | False | None | False | 45724.56 | 0 | | 3321666 | 116314 | None | 2.11 | 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 | 2.1 | False | None | None | False | None | False | 190584.765 | 0 | | 3321667 | 116314 | None | 2.4.1 | Form Work for Culvert Head Wall works M 20 Design Mix Using 20 mm Nominal Size Graded crushed coarse aggregates | Mtr | 537.94 | 537.94 | 6.8 | False | None | None | False | None | False | 3657.992 | 0 | | 3321668 | 116314 | None | 2.4.2 | Providing and laying in position 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 necessary, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 75.5 | False | None | None | False | None | False | 501255.825 | 0 | | 3321669 | 116314 | None | 2.4.2 | Form work for culvert Head wall works M20 Design Mix Using 20 mm nominal Size graded crushed coarse aggregates | Cum | 531.13 | 531.13 | 75.5 | False | None | None | False | None | False | 40100.315 | 0 | | 3321670 | 116314 | None | 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 parapets
Clause 1101 | Mtr | 8355.9 | 8355.9 | 162.5 | False | None | None | False | None | False | 1357833.75 | 0 |
|
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1718912886000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1718912886000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1718912886000 | 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 | | 1718912886000 | 0 | None | None | ELIGIBILITY | It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. | None | | 1718912886000 | 0 | None | None | ELIGIBILITY | EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. | None | | 1720508265000 | 0 | None | None | ELIGIBILITY | The agency shall furnish affidavit stating that existing commitments furnished by him are true.If found falls action shall be taken as per rules | None | | 1720508275000 | 0 | None | None | ELIGIBILITY | The bidder shall bear all costs associated with the preparation and submission of each tender and the employer will in no case be responsible and liable for those costs. The department is not responsible for any delay in accessing KPP portal | None | | 1720508281000 | 0 | None | None | ELIGIBILITY | As per Karnataka State Government order No. L D/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007a sum amounting to 1% of the bill amount will be deducted towards Construction Labor Welfare fund | None | | 1720508288000 | 0 | None | None | ELIGIBILITY | The Employer reserves the right to reject any or all Tenders without assigning any reason. | None | | 1720508293000 | 0 | None | None | ELIGIBILITY | Conditional tenders will not be accepted. | None | | 1720508298000 | 0 | None | None | ELIGIBILITY | Financial Year will be reckoned as the period between first day of April andThirty first day of March of succeeding year. (both days inclusive) | None | | 1720508305000 | 0 | None | None | ELIGIBILITY | The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading, with all leads & lifts, labour, hire charges of all machineries & equipments and all incidental charges etc.complete necessary for completion of work. All the Items shall be executed as directed by the Engineer-in-charge of the work | None | | 1720508312000 | 0 | None | None | ELIGIBILITY | Tenderer shall note that the Tenders of those found Eligible as mentionedin Clause 3 -Qualification of the Tenderer in Section 2: Instructions to Tenderers (ITT), will only be considered for evaluation | None | | 1720508319000 | 0 | None | None | ELIGIBILITY | The bidder is required to ensure browser compatibility of the computerwell in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders end. | None | | 1720508325000 | 0 | None | None | ELIGIBILITY | The tenderer shall furnish required information in all prescribed formats.Scan & upload all the original documents/Formats required for this bid to2 of 17 the KPPP portal. The Original documents/ Formats shall be produced atthe time of opening of technical bid for physical verification | None | | 1720508332000 | 0 | None | None | ELIGIBILITY | The tenderer shall note that the scanned Documents shall also be uploaded in the tasks created under Document/ Evidence required from the bidder | None | | 1720508337000 | 0 | None | None | ELIGIBILITY | All materials required for this work shall be procured by the bidder him self and should got tested by the quality control authorities at his own cost before use on the work. | None | | 1720508349000 | 0 | None | None | ELIGIBILITY | The intending contractors are requested to note that they should abide bythe detailed instructions and conditions contained in the standard bid document KW4 | None | | 1720508355000 | 0 | None | None | ELIGIBILITY | The KPWD Code, KTTP Act/ Rules, Delegation of powers and other Government orders issued by Government from time to time will apply. | None | | 1720508362000 | 0 | None | None | ELIGIBILITY | If the office happens to be closed on the dates notified, next working day will holds good | None | | 1720508367000 | 0 | None | None | ELIGIBILITY | The field laboratory shall preferably locate, adjacent to the site with therequired amenity as per the clause. Failing which 1% of the amount of work done will be penalized | None | | 1720508372000 | 0 | None | None | ELIGIBILITY | If undue delay caused by the contractor, the progressive damages caused to road will be assessed and make good at the cost and risk of the contractor. In addition, suitable action will be initiated against the contractor for the damage occurred during the undue delay period in accordance with the Karnataka Highway act 1964. | None | | 1720508376000 | 0 | None | None | ELIGIBILITY | All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity till completion. Contractor should indemnify the client to that extent. | None | | 1720508381000 | 0 | None | None | ELIGIBILITY | Contractor should follow strictly the prevailing rules of labour act and applicable any law as concerned. | None | | 1720508386000 | 0 | None | None | ELIGIBILITY | 18%GST shall be paid to the tendered amount separately. | None | | 1720508391000 | 0 | None | None | ELIGIBILITY | The increase in GST shall not be paid in the extended period of Contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. | None | | 1720508396000 | 0 | None | None | ELIGIBILITY | Any dispute or difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalidity thereof shall be referred and settled under the Arbitration Centre -Karnataka (Domestic & International) Rules 2012, by one or more arbitrators appointed in accordance with its rules | None | | 1720508400000 | 0 | None | None | ELIGIBILITY | The tenderers shall note that as per the Government Order No.FD/850/EXP-12/15 dated 29-12-2015 and GO No.FD/130/EXP-12/15 dated 8-9-2015 & GO no 850-12/15 Dated 15-12-2016 the exemption from payment of EMD for Micro and small enterprises registered with NSIC under single point vendor registration scheme is applicable only for purchases, but not for works | None | | 1720508405000 | 0 | None | None | ELIGIBILITY | Contractor should follow strictly the prevailing rules of labour act and applicable any other law as concerned to work. In case of any mishap, accidents are cause of death it is the duty of the contractor to settle the 3 of 17 dispute at is own cost. In no way department is held responsible | None | | 1720508410000 | 0 | None | None | ELIGIBILITY | construction materials (Minerals Metal, Sand and Murum, etc.,) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore Proceedings Dated 25-03-2013 | None | | 1720508416000 | 0 | None | None | ELIGIBILITY | The defect liability period is one (1) years from the date of actual completion of work | None | | 1720508420000 | 0 | None | None | ELIGIBILITY | Financial turn over and Financial commitments of previous years shall be given weight age of 10% per year to bring them to the price level of 2024-25 in the technical qualification criteria | None | | 1720508425000 | 0 | None | None | ELIGIBILITY | As per Govt circular no GO-FD/AE 263/EXP12-2022 dt-11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the required machineries for various activities involved in construction as per MORTH specification | None | | 1720508432000 | 0 | None | None | ELIGIBILITY | The tender period for completion of work is Nine (09) Calendar months.(Including monsoon period) | None | | 1720508437000 | 0 | None | None | ELIGIBILITY | The tenderer has to quote the rates are exclusive of GST and As per Government CIRCULAR NO:FD/447/EXPENDITURE | None | | 1720508441000 | 0 | None | None | ELIGIBILITY | Estimate rates are excluding GST and the prevailing GST 18 percent ofAPT is added in the form of Lumpsum in santioned estimate as per the guidelines in common SR 2021-22 GO PWD51 RDF 2019 Bengaluru dt 18-03-2022. Therefore, APT or ECV is excluding GST. In kppp portal there is no option to add GST separately over and above APT during DTSprocess. Hence even through the tender has been invited by opting for the INCLUSIVE option, the item wise rates do not include GST. Hence GST will be paid separately for the quoted amount as per the Govt. circular no FD/447/expenditur /12/2022/dt -30-07-2022. Therefore GST declaration certificate must be uploaded mandatorily by the prospective bidders. | None | | 1720508446000 | 0 | None | None | ELIGIBILITY | All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintainance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. | None | | 1720508451000 | 1 | None | None | ELIGIBILITY | The Earnest Money Deposit Rs:3,62,000.00 through KPPP portal OR it shallbe in two parts. Part (1) Rs. 1,00,000.00 through KPPP portal under anyone of the option(CC/DD/NEFT/OTC) and Part (2) Balance EMD of Rs.2,62,000.00shall be in favour of the Executive Engineer, PWD Division Koppal, in the form of Bank Guarantee in the prescribed format obtained from any Nationalized/Scheduled Bank. The scanned copy of the original Part(2) EMD should be uploaded along with the Technical bid. The part (2)of the EMD shall be delivered to the Executive Engineer before the prescribed Date and time of opening of the Technical Bids | None | | 1720508459000 | 0 | None | None | ELIGIBILITY | The contractor shall bound to comply the prevailing rules and regulations with regard to the EPF rules | None | | 1720508464000 | 0 | None | None | ELIGIBILITY | Above Tender amount will not be given. | None | | 1720508470000 | 0 | None | None | ELIGIBILITY | Star rate applicable as per Go No PWD 159 CRM 2009 Dated 30-09-2010 | None |
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