| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707478888000 | 0 | None | None | Roads | Road work | 18207270.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2534815 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 2.5 (ii)A | 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.(ii) By Mechanical Means using Dozer
a In area of light jungle | Sqm / K | 412.65 | 412.65 | 94.49 | False | None | None | False | None | False | 38991.2985 | 0 | | 2534816 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 3.7 | Compacting 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 | 3771.9 | False | None | None | False | None | False | 415851.975 | 0 | | 2534817 | 77480 | None | PWD Uni SR 23-24 Vol-1 Item no. 1.12 | 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 | 2018.2 | False | None | None | False | None | False | 201315.45 | 0 | | 2534818 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 16.8(B) | 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.
b. Mechanical Means | m | 26.25 | 26.25 | 5080.0 | False | None | None | False | None | False | 133350.0 | 0 | | 2534819 | 77480 | None | PWD Uni SR 23-24 Vol-1 Item no. 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 | 3046.9 | False | None | None | False | None | False | 380710.155 | 0 | | 2534820 | 77480 | None | PWD Uni SR 23-24 Vol-1 Item no. 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 | 3377.94 | False | None | None | False | None | False | 1681200.738 | 0 | | 2534821 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 3.6 | 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 | 3457.17 | False | None | None | False | None | False | 1789604.0505 | 0 | | 2534822 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 4.14 B (i-a) | Water Bound Macadam
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
B Mechanical means
(i) Grading-I (63 mm to 45 mm)
(a) Using Screening Crushable type such as Moorum or Gravel | Cum | 2272.2 | 2272.2 | 735.19 | False | None | None | False | None | False | 1670498.718 | 0 | | 2534823 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 4.14 B (ii-b) | Water Bound Macadam
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
B Mechanical means
(ii) Grading-II (53 mm to 22.4 mm)
(b) Using Screening Type B (11.2mm agg) | Cum | 2526.3 | 2526.3 | 735.19 | False | None | None | False | None | False | 1857310.497 | 0 | | 2534824 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 5.1 A i | 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 0.70
kg/m2
using mechanical means | Sqm | 43.05 | 43.05 | 9802.5 | False | None | None | False | None | False | 421997.625 | 0 | | 2534825 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 5.3-i | 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 | 9802.5 | False | None | None | False | None | False | 123511.5 | 0 | | 2534826 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 5.19 | Open - Graded Premix Surfacing
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 | 9802.5 | False | None | None | False | None | False | 1533601.125 | 0 | | 2534827 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 5.21 (ii) | Seal Coat
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
(ii) Case - II : Type B Premix Seal coat | Sqm | 54.6 | 54.6 | 9802.5 | False | None | None | False | None | False | 535216.5 | 0 | | 2534828 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 8.16.(ii) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc (ii) Ordinary kilometer stone (precast) | No | 3073.35 | 3073.35 | 3.0 | False | None | None | False | None | False | 9220.05 | 0 | | 2534829 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 8.16 (iii) | Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc (iii) 200 m stone (precast) | No | 884.1 | 884.1 | 10.0 | False | None | None | False | None | False | 8841.0 | 0 | | 2534830 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 8.5 A ii | A, Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class B Type IV retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 803.1, 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. ( ii ) 90 cm equilateral triangle | No | 4918.2 | 4918.2 | 8.0 | False | None | None | False | None | False | 39345.6 | 0 | | 2534831 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 8.7 | Direction and Place Identification Signs upto 0.9 m2 Size
Board.
Providing and erecting direction and place identification retroreflectorised 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 | 3.6 | False | None | None | False | None | False | 34057.8 | 0 | | 2534832 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 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 | 508.0 | False | None | None | False | None | False | 282702.0 | 0 | | 2534833 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 8.18 | Boundary pillar / Guard Stone
Reinforced cement concrete M15 grade boundary pillars of
standard design as per IRC:25, fixed in position including
finishing and lettering but excluding painting | Each | 785.4 | 785.4 | 89.0 | False | None | None | False | None | False | 69900.6 | 0 | | 2534834 | 77480 | None | Item no1 | KKRDB LOGO BOARD | Each | 6000.0 | 6000.0 | 2.0 | False | None | None | False | None | False | 12000.0 | 0 | | 2534835 | 77480 | None | PWD Uni SR 23-24 Vol-3 Item no. 4.2.B.V | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per
design 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 (v) For Grading -V Material | Cum | 2476.95 | 2476.95 | 2426.54 | False | None | None | False | None | False | 6010418.253 | 0 | | 2534836 | 77480 | None | PWD uni sr 23-24 vol-3 item no.14.4 | 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 | 477.0 | False | None | None | False | None | False | 957625.2 | 0 |
| | 1707478888000 | 0 | None | None | Roads | Construction of 02 Vent 1200 mm dia Pipe Culvert ch 0.93 km, ch 1.23, ch 1.89 km | 1444484.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2534837 | 77481 | 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 | 164.17 | False | None | None | False | None | False | 17582.607 | 0 | | 2534838 | 77481 | 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 | 84.55 | False | None | None | False | None | False | 42080.535 | 0 | | 2534839 | 77481 | 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 | 13.01 | False | None | None | False | None | False | 81812.7345 | 0 | | 2534840 | 77481 | 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 | 87.68 | False | None | None | False | None | False | 589577.856 | 0 | | 2534841 | 77481 | 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 1200 mm dia | Rmtr | 8846.25 | 8846.25 | 50.0 | False | None | None | False | None | False | 442312.5 | 0 | | 2534842 | 77481 | None | Vol.3-14.4.A | Providing and laying Pitching on slopes laid over prepared flter media including
boulder apron laid dry in front of to of Embankment complete as per drawing and Technical
specifcations. Stone/Boulder | Cum | 2007.6 | 2007.6 | 11.88 | False | None | None | False | None | False | 23850.288 | 0 | | 2534843 | 77481 | 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 | 36.0 | False | None | None | False | None | False | 72273.6 | 0 | | 2534844 | 77481 | None | Vol.3-8.18 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | Nos | 785.4 | 785.4 | 36.0 | False | None | None | False | None | False | 28274.4 | 0 | | 2534845 | 77481 | 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 | 1.2 | False | None | None | False | None | False | 99553.86 | 0 | | 2534846 | 77481 | None | PWD VOL1 2.4.1 A | Providing centering shuttering etc | Cum | 537.94 | 537.94 | 87.68 | False | None | None | False | None | False | 47166.5792 | 0 |
| | 1707478888000 | 0 | None | None | Roads | Construction of field approachs | 724413.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2534847 | 77482 | 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 | 120.0 | False | None | None | False | None | False | 420210.0 | 0 | | 2534848 | 77482 | 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 | 436.96 | False | None | None | False | None | False | 217474.992 | 0 | | 2534849 | 77482 | None | Vol-1 item no 14.4 | 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 | Cum | 2007.6 | 2007.6 | 43.2 | False | None | None | False | None | False | 86728.32 | 0 |
| | 1707478888000 | 0 | None | None | Roads | Construction of 1 Vents 1000 MM Dia pipe culvert at km 0.15 and km 2.50 | 655049.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2534850 | 77483 | 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 | | 2534851 | 77483 | 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 | | 2534852 | 77483 | 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 | | 2534853 | 77483 | 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 | | 2534854 | 77483 | 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 | 17.5 | False | None | None | False | None | False | 146228.25 | 0 | | 2534855 | 77483 | None | Vol.3-14.4.A | Providing and laying Pitching on slopes laid over prepared flter media including
boulder apron laid dry in front of to of Embankment complete as per drawing and Technical
specifcations. Stone/Boulder | Cum | 2007.6 | 2007.6 | 3.72 | False | None | None | False | None | False | 7468.272 | 0 | | 2534856 | 77483 | None | Vol.3-8.18 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | Nos | 785.4 | 785.4 | 40.0 | False | None | None | False | None | False | 31416.0 | 0 | | 2534857 | 77483 | 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 | | 2534858 | 77483 | 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 | 19.2 | False | None | None | False | None | False | 38545.92 | 0 | | 2534859 | 77483 | 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 |
|
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|---|
| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1707478889000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1707478889000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1707478889000 | 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 | | 1707479011000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately. | None | | 1707479027000 | 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. 3,15,469/- 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 2,15,469/- 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 | | 1707479039000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 09(Nine) months including Monsoon. | None | | 1707479051000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 2,15,469/- 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 | | 1707479060000 | 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. 420.62 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1707479069000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 70.11 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1707479084000 | 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 105.16 Lakhs/- | None | | 1707479095000 | 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 (1)Earth work excavation/embankment/shoulders: 13156.00 cum (2) GSB: 1941.00 Cum (3) WMM/WBM : 1176.00 Cum (4) BM/SDBC: 157.00 Cum (5)PCC/RCC:122.00 Cum | None |
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|---|