| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1718913728000 | 0 | None | None | Roads | COST FOR FLEXIBLE PAVEMENT | 16441162.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3321671 | 116315 | 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 | 68.4 | False | None | None | False | None | False | 34760.88 | 0 | | 3321672 | 116315 | 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 | 3990.0 | False | None | None | False | None | False | 439897.5 | 0 | | 3321673 | 116315 | 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 | 242.4 | False | None | None | False | None | False | 30287.88 | 0 | | 3321674 | 116315 | 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 | 2717.1 | False | None | None | False | None | False | 1352300.67 | 0 | | 3321675 | 116315 | 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 | 7080.0 | False | None | None | False | None | False | 185850.0 | 0 | | 3321676 | 116315 | 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 | 2278.13 | False | None | None | False | None | False | 3413436.0855 | 0 | | 3321677 | 116315 | 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 | 2880.0 | False | None | None | False | None | False | 1490832.0 | 0 | | 3321678 | 116315 | 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 | 1054.69 | False | None | None | False | None | False | 2396466.618 | 0 | | 3321679 | 116315 | 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 | 1054.69 | False | None | None | False | None | False | 2664463.347 | 0 | | 3321680 | 116315 | 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 | 14062.5 | False | None | None | False | None | False | 221484.375 | 0 | | 3321681 | 116315 | 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 | 14062.5 | False | None | None | False | None | False | 782578.125 | 0 | | 3321682 | 116315 | 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 | 14062.5 | False | None | None | False | None | False | 2200078.125 | 0 | | 3321683 | 116315 | 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 | 14062.5 | False | None | None | False | None | False | 915468.75 | 0 | | 3321684 | 116315 | 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 | | 3321685 | 116315 | 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 | | 3321686 | 116315 | 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 | 3073.35 | 3073.35 | 5.0 | False | None | None | False | None | False | 15366.75 | 0 | | 3321687 | 116315 | 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 | 15.0 | False | None | None | False | None | False | 13261.5 | 0 | | 3321688 | 116315 | None | 16.28 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a prepared
sub base, with 43 grade cement or any other type as per
Clause 1501.2.2 M30 (Grade), coarse and fine aggregates
conforming to IS:383:2016:, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh
batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron
thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with
shovels, rakes, compacted using needle, screed and plate
vibrators and finished in continuous operation including
construction joints, primer, sealant, curing of concrete slabs
for 14-days, and water finishing to lines and grade as per
drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance
of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work | Cum | 7091.7 | 7091.7 | 30.0 | False | None | None | False | None | False | 212751.0 | 0 |
| | 1718913728000 | 0 | None | None | Roads | CONSTRUCTION OF 1000 mm DIA 1R PIPE CULVERT (8 NOS) | 3525617.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3321689 | 116316 | 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 | 144.08 | False | None | None | False | None | False | 15430.968 | 0 | | 3321690 | 116316 | 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 | 13.92 | False | None | None | False | None | False | 87535.224 | 0 | | 3321691 | 116316 | 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 | 10.88 | False | None | None | False | None | False | 73159.296 | 0 | | 3321692 | 116316 | 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 | 3.36 | False | None | None | False | None | False | 304935.624 | 0 | | 3321693 | 116316 | 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 | 10.88 | False | None | None | False | None | False | 5852.7872 | 0 | | 3321694 | 116316 | 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 | 120.8 | False | None | None | False | None | False | 802009.32 | 0 | | 3321695 | 116316 | 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 | 120.8 | False | None | None | False | None | False | 64160.504 | 0 | | 3321696 | 116316 | 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 | 260.0 | False | None | None | False | None | False | 2172534.0 | 0 |
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