| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707899453000 | 0 | None | None | Roads | Road Work | 27658252.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2586233 | 80339 | None | PWD Uni Sr 23-24 Vol-3 Item no 2.4(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 | 4.13 | 4.13 | 36960.0 | False | None | None | False | None | False | 152644.8 | 0 | | 2586234 | 80339 | None | PWD Uni SR 23-24 Vol-3 Item no. 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 | 14925.0 | False | None | None | False | None | False | 94027.5 | 0 | | 2586235 | 80339 | 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 | 5431.5 | False | None | None | False | None | False | 598822.875 | 0 | | 2586236 | 80339 | 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. | Cum | 99.75 | 99.75 | 1254.8 | False | None | None | False | None | False | 125166.3 | 0 | | 2586237 | 80339 | 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 | 8200.0 | False | None | None | False | None | False | 215250.0 | 0 | | 2586238 | 80339 | 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 | 4575.8 | False | None | None | False | None | False | 571746.21 | 0 | | 2586239 | 80339 | 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 | 1307.9 | False | None | None | False | None | False | 650941.83 | 0 | | 2586240 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 16.10 | Granular Sub-base - Grading III
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 | 656.82 | False | None | None | False | None | False | 984146.247 | 0 | | 2586241 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 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 | 5164.06 | False | None | None | False | None | False | 2673175.659 | 0 | | 2586242 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 4.17 | 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 | 2641.51 | False | None | None | False | None | False | 7097605.2945 | 0 | | 2586243 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 10.4 | 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 | 1125.0 | False | None | None | False | None | False | 185456.25 | 0 | | 2586244 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 5.1.A(i) | 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 | 15615.0 | False | None | None | False | None | False | 672225.75 | 0 | | 2586245 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 5.4-ii | Tack coat on Granular surface treated with primer
Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.25 kg/m2
on
Granular Surface | Sqm | 14.7 | 14.7 | 15615.0 | False | None | None | False | None | False | 229540.5 | 0 | | 2586246 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 5.9,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-40 @ 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 | 8284.5 | 8284.5 | 780.75 | False | None | None | False | None | False | 6468123.375 | 0 | | 2586247 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 5.32 | 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
bituminous surface cleaned with mechanical broom | Sqm | 12.6 | 12.6 | 15000.0 | False | None | None | False | None | False | 189000.0 | 0 | | 2586248 | 80339 | 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 | 30615.0 | False | None | None | False | None | False | 4789716.75 | 0 | | 2586249 | 80339 | 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 | 30615.0 | False | None | None | False | None | False | 1671579.0 | 0 | | 2586250 | 80339 | 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 Ordinary kilometer stone (precast) | No | 3073.35 | 3073.35 | 10.0 | False | None | None | False | None | False | 30733.5 | 0 | | 2586251 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 8.16.i | 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) | No | 5335.05 | 5335.05 | 2.0 | False | None | None | False | None | False | 10670.1 | 0 | | 2586252 | 80339 | 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 | 48.0 | False | None | None | False | None | False | 42436.8 | 0 | | 2586253 | 80339 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 8.5.A.ii | 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 | Each | 4918.2 | 4918.2 | 12.0 | False | None | None | False | None | False | 59018.4 | 0 | | 2586254 | 80339 | 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 | 5.4 | False | None | None | False | None | False | 51086.7 | 0 | | 2586255 | 80339 | 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 | 100.0 | False | None | None | False | None | False | 55650.0 | 0 | | 2586256 | 80339 | None | item 1 | KKRDB Logo Board | No | 6000.0 | 6000.0 | 2.0 | False | None | None | False | None | False | 12000.0 | 0 | | 2586257 | 80339 | 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 | 35.0 | False | None | None | False | None | False | 27489.0 | 0 |
| | 1707899453000 | 0 | None | None | Roads | Construction of 4 Vents 1000 MM Dia CD at 8.70 km | 1108842.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2586258 | 80340 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 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
1.14.1 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 246.95 | False | None | None | False | None | False | 26448.345 | 0 | | 2586259 | 80340 | 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 | 64.09 | False | None | None | False | None | False | 31897.593 | 0 | | 2586260 | 80340 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 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 | 9.47 | False | None | None | False | None | False | 59551.6215 | 0 | | 2586261 | 80340 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 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 | 67.05 | False | None | None | False | None | False | 450857.61 | 0 | | 2586262 | 80340 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 16.15.B | 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. B. 1000mm dia | Rmtr | 8355.9 | 8355.9 | 40.0 | False | None | None | False | None | False | 334236.0 | 0 | | 2586263 | 80340 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 14.1.A | Providing and laying boulders apron on river bed for protection
against scour with stone boulders weighing not less than 40 kg
each complete as per drawing and Technical specification.
A Boulder Laid Dry Without Wire Crates. | Cum | 2007.6 | 2007.6 | 8.1 | False | None | None | False | None | False | 16261.56 | 0 | | 2586264 | 80340 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 14.4.A | 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 | | 2586265 | 80340 | 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 | 20.0 | False | None | None | False | None | False | 15708.0 | 0 | | 2586266 | 80340 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 2.11.h | Steel Fabrication
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.h. All other type of structures | Tonne | 82961.55 | 82961.55 | 0.79 | False | None | None | False | None | False | 65539.6245 | 0 | | 2586267 | 80340 | None | VOL 1 2.4.1 A | Providing centering and Shuttering etc | Cum | 537.94 | 537.94 | 67.05 | False | None | None | False | None | False | 36068.877 | 0 |
| | 1707899453000 | 0 | None | None | Roads | Construction of On Vent 750 mm dia Field Culvert | 566324.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2586268 | 80341 | None | PWD UNI SR 23-24 VOL-1 ITEM NO | 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
1.14.1 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 54.55 | False | None | None | False | None | False | 5842.305 | 0 | | 2586269 | 80341 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 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 | 6.29 | False | None | None | False | None | False | 39554.3505 | 0 | | 2586270 | 80341 | None | PWD UNI SR 23-24 VOL-3 ITEM NO 16.15.C | 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.
C. 750 mm dia | Rmtr | 3501.75 | 3501.75 | 55.0 | False | None | None | False | None | False | 192596.25 | 0 | | 2586271 | 80341 | 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 | 76.66 | False | None | None | False | None | False | 38153.682 | 0 | | 2586272 | 80341 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 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 | 35.65 | False | None | None | False | None | False | 236685.6975 | 0 | | 2586273 | 80341 | 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 | 44.0 | False | None | None | False | None | False | 34557.6 | 0 | | 2586274 | 80341 | None | vol 1 2.4.2 a | Providing centering and shuttering etc | Cum | 531.13 | 531.13 | 35.65 | False | None | None | False | None | False | 18934.7845 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1707899454000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1707899454000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1707899454000 | 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 | | 1707899469000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately. | None | | 1707899484000 | 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. 4,40,002/- 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 3,40,002/- 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 | | 1707899494000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 09(Nine) months including Monsoon | None | | 1707899513000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 3,40,002/- 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 | | 1707899525000 | 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. 586.66Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1707899537000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 97.78 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1707899566000 | 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 146.67 Lakhs/- | None | | 1707899594000 | 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)Earth work excavation/embankment/shoulders: 14541.00 cum (2) GSB: 525.00 Cum (3) WMM/WBM : 2638.66Cum (4) BM/SDBC: 673.58 Cum (5) PCC/RCC : 95.00 Cum | None | | 1707899604000 | 0 | 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 |
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