| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709387976000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD FROM CHIKPET RING ROAD TO NOUBAD (BALANCE LENGTH) FROM KM. 2.60 TO KM. 5.00 (KM 3.00 TO KM. 4.53) IN BIDAR TALUKA OF BIDAR DISTRICT UNDER KKRDB 2022-23 | 77616208.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2893524 | 94749 | None | 2.5 (II-A) V-3 | 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 light jungle | Sqm | 4.13 | 4.13 | 6426.0 | False | None | None | False | None | False | 26539.38 | 0 | | 2893525 | 94749 | None | 3.7 V-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 | 5466.69 | False | None | None | False | None | False | 602702.5725 | 0 | | 2893526 | 94749 | None | 1.14.1 V-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 | 688.5 | False | None | None | False | None | False | 73738.35 | 0 | | 2893527 | 94749 | None | 1.15.1 V-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 ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 688.5 | False | None | None | False | None | False | 262421.775 | 0 | | 2893528 | 94749 | None | 1.12 V-1 | 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 | 35803.64 | False | None | None | False | None | False | 3571413.09 | 0 | | 2893529 | 94749 | None | 1.13 V-1 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground without blasting for all works other than foundation in Ordinary/
Soft rock & 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 Ordinary/Soft rock upto 300 mm depth m | Cum | 380.1 | 380.1 | 53705.45 | False | None | None | False | None | False | 20413441.545 | 0 | | 2893530 | 94749 | None | 1.7 V-1 | 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. | Cum | 124.95 | 124.95 | 69610.5 | False | None | None | False | None | False | 8697831.975 | 0 | | 2893531 | 94749 | None | 1.8 V-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. | Cum | 497.7 | 497.7 | 2924.28 | False | None | None | False | None | False | 1455414.156 | 0 | | 2893532 | 94749 | None | 4.2 (B) V-3 | 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 For Grading -V Material | Cum | 2476.95 | 2476.95 | 4291.29 | False | None | None | False | None | False | 10629310.7655 | 0 | | 2893533 | 94749 | None | 3.6 V-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 | 1893.38 | False | None | None | False | None | False | 980108.157 | 0 | | 2893534 | 94749 | None | 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 | 4260.0 | False | None | None | False | None | False | 11446407.0 | 0 | | 2893535 | 94749 | None | 5.1 A-1 V-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 0.70
kg/m2 using mechanical means. | Sqm | 43.05 | 43.05 | 17040.0 | False | None | None | False | None | False | 733572.0 | 0 | | 2893536 | 94749 | None | 5.4 (II) V-3 | 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.
m2 14.00 | Sqm | 14.7 | 14.7 | 17040.0 | False | None | None | False | None | False | 250488.0 | 0 | | 2893537 | 94749 | None | 5.12 (C) V-3 | Providing and laying Dense Graded Bituminous Macadam with
40/60 TPH capacity HMP using crushed aggregates of specified
grading, premixed with bituminous binder VG-30, @ 4.5 per cent
by weight of total mix and filler, transporting the hot mix to work
site, laying with mechanical paver finisher to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per MoRTH
specification clause No. 505 complete in all respects. | Cum | 9217.95 | 9217.95 | 852.0 | False | None | None | False | None | False | 7853693.4 | 0 | | 2893538 | 94749 | None | 5.16 (C) V-3 | Providing and laying Bituminous Concrete with 40/60 TPH
capacity hot mix plant using crushed aggregates of specified
grading, premixed with bituminous binder VG-30, @ 5.4 per
cent of mix and filler, transporting the hot mix to work site,
laying with mechanical paver finisher to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per MORTH
specification clause No. 507 complete in all respects | Cum | 11501.7 | 11501.7 | 511.2 | False | None | None | False | None | False | 5879669.04 | 0 | | 2893539 | 94749 | None | 8.16 (II) V-3 | 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 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 2893540 | 94749 | None | 8.16 (III) V-3 | 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 | 4.0 | False | None | None | False | None | False | 3536.4 | 0 | | 2893541 | 94749 | None | 8.5 (A-II) V-3 | Retro-Reflectorised Traffic Signs as per IRC:67:2022 made of Class B Type IV ( ii ) 90 cm equilateral triangle | Each | 4918.2 | 4918.2 | 4.0 | False | None | None | False | None | False | 19672.8 | 0 | | 2893542 | 94749 | None | 8.5 (IV) V-3 | Retro-Reflectorised Traffic Signs as per IRC:67:2022 made of Class B Type IV ( iv ) 60 cm equilateral triangle | Each | 3754.8 | 3754.8 | 2.0 | False | None | None | False | None | False | 7509.6 | 0 | | 2893543 | 94749 | None | 8.5 (A-XII) V-3 | Retro-Reflectorised Traffic Signs as per IRC:67:2022 made of Class B Type IV ( xii ) 60 cm x 45 cm rectangular | Each | 4613.7 | 4613.7 | 4.0 | False | None | None | False | None | False | 18454.8 | 0 | | 2893544 | 94749 | None | 8.15 V-3 | 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 | 231.0 | False | None | None | False | None | False | 128551.5 | 0 | | 2893545 | 94749 | None | 8.43 | Supplying and Fixing of Molded Shank Raised Pavement
Markers / Cat's Eye made of polycarbonate and ABS moulded
body and reflective panels with micro prismatic lens capable of
providing total internal reflection of the light entering the lens
face and shall support a load of 16000 kg tested in accordance
to ASTM D 4280 Type H and complying to Specifications of
Category A of MORTH Circular No RW/NH/33023/10-97
DO III Dt 11.06. 1997. The height, width and length shall not
exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum
reflective area of 13 cm2 on each side and the slope to the
base shall be 35 +/- 5 degree. The strength of detachment of
the integrated cylindrical shanks, (of diameter not less than
19 +/- 2 mm and height not less than 30+/- 2 mm) from
the body is to be a minimum value of 500 Kg. Fixing will be
by drilling holes on the road for the shanks to go inside,
without nails and using epoxy resin based adhesive as per
manufacturer's recommendation and complete as directed by
the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated
retro-reflectance of the reflecting panel, to the Engineer. | Each | 383.25 | 383.25 | 180.0 | False | None | None | False | None | False | 68985.0 | 0 | | 2893546 | 94749 | None | 8.45 V-3 | Providing Vertical Delineator having wide angle cube corner
micro prismatic non metallic reflective sheeting confirming to
Type XI of ASTM D4956 -09 with White Color and Red Color
combination and having minimum of retro reflective exposed
area of 125 Sq CM on top slots and 35 cm2 on bottom slots and
no edges shall be exposed for tampering. This tubular delineator
shall have a core and shell construction, shell shall be made of
tough, high impact resistant, injection-molded, thermoplastic
outer body and the inner core shall consist of powder coated
or painted Mild steel of minimum thickness 1.0mm.and coreshell
structure shall be of height not less than 800 mm above
the ground and width not less than 80 mm. The metallic core
of the delineator shall extend 300mm beyond the shell length
from bottom for installing in the ground. The extended portion
shall have slots to insert anchoring rods for enhancing the
concrete grip. The logo of the manufacturer shall be embossed
on either side of the body in the injection molding process.
The engineering thermoplastic used for making the delineator
body shall have minimum initial mechanical properties of be
fixed by a combination of epoxy adhesive and grouting as per
MoRTH specification 806 | No | 3045.0 | 3045.0 | 60.0 | False | None | None | False | None | False | 182700.0 | 0 | | 2893547 | 94749 | 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 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 2893548 | 94749 | None | 8.29 (I) V-3 | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,
300 mm dia, across the road (new construction), extending
from drain to drain in cuts and toe of slope to toe of slope in fills,
constructing head walls at both ends, providing a minimum
fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material
free of rock pieces, outer to outer distance of pipe at least half
dia of pipe subject to minimum 450 mm in case of double and
triple row ducts, joints to be made leak proof, invert level of
duct to be above higher than ground level to prevent entry of
water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single row for one utility service | Rmtr | 2322.6 | 2322.6 | 50.0 | False | None | None | False | None | False | 116130.0 | 0 | | 2893549 | 94749 | None | 2.1.3 V-1 | 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. | Cum | 6288.5 | 6288.5 | 33.75 | False | None | None | False | None | False | 212236.875 | 0 | | 2893550 | 94749 | None | 8.42.5 V-3 | Supplying and fixing M15 grade precast cement concrete Kerb
stones for Roadway, Sidewalls and gutters fixed with CM 1:3
fixed and finsihed in line as per direction of Engineer in charge.
(The cost of PCC shall be paid extra) 300 x 300 x 100 mm size | m | 399.0 | 399.0 | 2250.0 | False | None | None | False | None | False | 897750.0 | 0 | | 2893551 | 94749 | None | 8.10 V-3 | Painting two coats after filling the surface with synthetic
enamel paint in all shades on new plastered concrete surfaces | Sqm | 114.5 | 114.5 | 1125.0 | False | None | None | False | None | False | 128812.5 | 0 | | 2893552 | 94749 | None | 4.19 V-3 | Construction of Median and Island with Soil Taken from
Roadway Cutting
Construction of Median and Island above road level with
approved material deposited at site from roadway cutting and
excavation for drain and foundation of other structures, spread,
graded and compacted as per clause 408 | Cum | 385.35 | 385.35 | 2227.5 | False | None | None | False | None | False | 858367.125 | 0 | | 2893553 | 94749 | None | 8.18 V-3 | 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 | 260.0 | False | None | None | False | None | False | 204204.0 | 0 | | 2893554 | 94749 | None | 14.4 v-3 | Providing and laying Pitching on slopes laid over prepared filter meda including boulder apron laid dry infront of toe of embankment complete as per drawing and Techincal specifications. | Cum | 2007.6 | 2007.6 | 926.44 | False | None | None | False | None | False | 1859920.944 | 0 | | 2893555 | 94749 | None | 8.7 v-3 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. (1.2mts X 0.75Mts)
| Sqm | 9460.5 | 9460.5 | 1.8 | False | None | None | False | None | False | 17028.9 | 0 |
| | 1709387976000 | 0 | None | None | Roads | CONSTRUCTION OF FIELD CDs | 159420.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2893556 | 94750 | None | 16.15 B V-3 | 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
| Mtr | 3501.75 | 3501.75 | 7.5 | False | None | None | False | None | False | 26263.125 | 0 | | 2893557 | 94750 | None | 1.8 V-1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
| Cum | 497.7 | 497.7 | 27.31 | False | None | None | False | None | False | 13592.187 | 0 | | 2893558 | 94750 | None | 1.. | Field CD'S Proposed as per site Condition
| No | 39855.0 | 39855.0 | 3.0 | False | None | None | False | None | False | 119565.0 | 0 |
| | 1709387976000 | 0 | None | None | Roads | CONSTRUCTION OF BOX CULVERT AT KM. 3.12 | 6520777.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2893559 | 94751 | None | 2.4 (II-A) V-3 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
By Mechanical Means
In area of light jungle
| Sqm | 4.13 | 4.13 | 360.0 | False | None | None | False | None | False | 1486.8 | 0 | | 2893560 | 94751 | None | 2.7 (ii) A V-3 | Dismantling of existing structures like culverts, bridges, retaining
walls and other structure comprising of masonry, cement concrete,
wood work, steel work, including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all lifts and lead | Cum | 754.96 | 754.96 | 38.45 | False | None | None | False | None | False | 29028.212 | 0 | | 2893561 | 94751 | None | 2.17 (ix) b v-3 | Removing all type of Hume Pipes and Stacking including Earthwork
and Dismantling of Masonry Works. Above 600 mm to 900 mm dia | m | 1150.8 | 1150.8 | 15.0 | False | None | None | False | None | False | 17262.0 | 0 | | 2893562 | 94751 | None | 1.12 V-1 | 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 | 104.74 | 104.74 | 180.0 | False | None | None | False | None | False | 18853.2 | 0 | | 2893563 | 94751 | None | 1.14.1 V-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 | 112.46 | 112.46 | 200.86 | False | None | None | False | None | False | 22588.7156 | 0 | | 2893564 | 94751 | None | 17.3 V-2 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to
2 mm in recharge pit, in required thickness over gravel layer, for all leads
& lifts, all complete as per direction of Engineer -in-charge. | Cum | 1251.6 | 1251.6 | 46.91 | False | None | None | False | None | False | 58712.556 | 0 | | 2893565 | 94751 | None | 2.1.3 V-1 | 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 | 7231.72 | 7231.72 | 6.84 | False | None | None | False | None | False | 49464.9648 | 0 | | 2893566 | 94751 | None | 2.2.1 V-1 | Providing and laying in position 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, including all 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 as per technical specifications.
2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7591.55 | 7591.55 | 79.74 | False | None | None | False | None | False | 605350.197 | 0 | | 2893567 | 94751 | None | 2.4.2 V-1 | Providing and laying in position 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, including all 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 as per technical specifications.
2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7635.02 | 7635.02 | 82.8 | False | None | None | False | None | False | 632179.656 | 0 | | 2893568 | 94751 | None | 2.5.2 V-1 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 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. The
cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8262.92 | 8262.92 | 201.2 | False | None | None | False | None | False | 1662499.504 | 0 | | 2893569 | 94751 | None | 2.11 C V-1 | 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 | MT | 104639.54 | 104639.54 | 16.78 | False | None | None | False | None | False | 1755851.4812 | 0 | | 2893570 | 94751 | None | 13.7 V-3 | Drainage Spouts using 100 mm GI pipe complete as per drawing
and Technical specification | No | 3434.55 | 3434.55 | 12.0 | False | None | None | False | None | False | 41214.6 | 0 | | 2893571 | 94751 | None | 13.15 (III) V-3 | Providing and fixing in position 20 mm thick premoulded joint
filler in expansion joint for fixed ends of simply supported spans
not exceeding 10 m to cater for a horizontal movement upto 20
mm, covered with sealant complete as per drawing and technical
specifications. | m | 242.55 | 242.55 | 67.0 | False | None | None | False | None | False | 16250.85 | 0 | | 2893572 | 94751 | None | 12.4 V-3 | Providing and laying of Filter media with granular materials/
stone crushed aggregates satisfying the requirements laid
down in clause 2504.2.2. of MoRTH specifications to a thickness
of not less than 600 mm with smaller size towards the soil
and bigger size towards the wall and provided over the entire
surface behind abutment, wing wall and return wall to the full
height compacted to a firm condition complete as per drawing
and Technical Specification. | Cum | 2810.85 | 2810.85 | 125.86 | False | None | None | False | None | False | 353773.581 | 0 | | 2893573 | 94751 | None | 12.3 A V-3 | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification
A Granular material | Cum | 1226.4 | 1226.4 | 736.24 | False | None | None | False | None | False | 902924.736 | 0 | | 2893574 | 94751 | None | 13.15 (III) V-3 | Providing and fixing in position 20 mm thick premoulded joint
filler in expansion joint for fixed ends of simply supported spans
not exceeding 10 m to cater for a horizontal movement upto 20
mm, covered with sealant complete as per drawing and technical
specifications. | Rmtr | 242.55 | 242.55 | 45.0 | False | None | None | False | None | False | 10914.75 | 0 | | 2893575 | 94751 | None | 13.2 V-3 | Providing and laying Cement concrete wearing coat M-30 grade
including reinforcement complete as per drawing and Technical
Specifications. (Batching Plant) | Cum | 14669.55 | 14669.55 | 11.26 | False | None | None | False | None | False | 165179.133 | 0 | | 2893576 | 94751 | None | 14.4 A V-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 | 54.0 | False | None | None | False | None | False | 108410.4 | 0 | | 2893577 | 94751 | None | 8.18 V-3 | 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 | 80.0 | False | None | None | False | None | False | 62832.0 | 0 | | 2893578 | 94751 | None | KKRDB | KKRDB MAIN INFORMATION BOARD | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1709387977000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1709387977000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1709387977000 | 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 | | 1709387989000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately | None | | 1709388004000 | 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. 12,64,447/- 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 11,64,447/- 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 | | 1709388013000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 09(Nine) months including Monsoon. | None | | 1709388030000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 11,64,447/- 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 | | 1709388041000 | 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. 1685.92 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1709388054000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 280.99 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1709388070000 | 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 Construction of BT Road such as of value not less than Rs 421.49 Lakhs/- | None | | 1709388084000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work (1)Earth work excavation/embankment/shoulders: 134360.00 cum (2) PCC/RCC : 332.00 Cum (3)GSB: 3433.00 Cum (4) WMM/WBM : 3408.00 Cum (5) Steel: 13.43 MT (6) BM/SDBC: 1091.00 Cum | None | | 1709388098000 | 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 : 5 No(5) Bituminous Mechanical Sprayer : 1 NoAnd availability by lease /Hire basis for this work is (1) Tippers -3 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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