| 1709275614000 | 0 | None | None | Other Works | Development of IOCL compound road and FCI Gowdon road and Construction of drain and Cross roads in back side of JSS school in Mathuranagara and Drain and road in back side of Ganapati temple in Karakushala nagara at w.no.07 | 7200421.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2867605 | 93448 | None | 1.12 v1 | 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 99.75 | 99.75 | 1301.2 | False | None | None | False | None | False | 129794.7 | 0 | | 2867606 | 93448 | None | 1.14.1 v1 | 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 107.1 | 107.1 | 559.95 | False | None | None | False | None | False | 59970.645 | 0 | | 2867607 | 93448 | None | 1.1b v3 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/
Kankar/Moorum. (Tipper 10 m3
) ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 124.95 | 124.95 | 1861.15 | False | None | None | False | None | False | 232550.6925 | 0 | | 2867608 | 93448 | None | 2.1.1 v1 | 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.
2.1.1 Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 5604.9 | 5604.9 | 62.55 | False | None | None | False | None | False | 350586.495 | 0 | | 2867609 | 93448 | None | 2.2.1 v1 | 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. 10% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 7261.48 | 7261.48 | 155.31 | False | None | None | False | None | False | 1127780.4588 | 0 | | 2867610 | 93448 | None | 2.11h v1 | 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Tonne | 82961.55 | 82961.55 | 6.9 | False | None | None | False | None | False | 572434.695 | 0 | | 2867611 | 93448 | None | 17.14 v2 | Providing and laying 100mm thick pre-cast cover slabs over Road side
drains / utility ducts / Rain water harvesting pit of width not exceeding
1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/
m2, slabs jointed in CM 1:3 proportion and nicely finished Including
providing holes in the Cover slabs wherever necessary for easy drain age of surface water including of labour, materials, scaffolding, usage of
machinery, curing, lead and lift charges etc, Complete. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 1228.5 | 1228.5 | 7.5 | False | None | None | False | None | False | 9213.75 | 0 | | 2867612 | 93448 | None | 4.17 v3 | 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 2686.95 | 2686.95 | 847.8 | False | None | None | False | None | False | 2277996.21 | 0 | | 2867613 | 93448 | None | 6.1 v3 | Construction of dry lean cement concrete Sub- base over a
prepared sub-grade with coarse and fine aggregate conforming
to IS: 383, the size of coarse aggregate not exceeding 25 mm,
aggregate cement ratio not to exceed 14:1, aggregate gradation
after blending to be as per table 600-1, cement content not to be
less than 140 kg/ m3 , optimum moisture content to be determined
during trial length construction, concrete strength not to be less
than 7 Mpa at 7 days, mixed in a batching plant, transported to
site, laid with a paver with electronic sensor, compacting with
8-10 t vibratory roller, finishing and curing ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 5166.0 | 5166.0 | 50.63 | False | None | None | False | None | False | 261554.58 | 0 | | 2867614 | 93448 | None | 16.27 v3 | 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 M20 (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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 6692.7 | 6692.7 | 50.63 | False | None | None | False | None | False | 338851.401 | 0 | | 2867615 | 93448 | None | 5.1 v3 | 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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 43.05 | 43.05 | 3354.0 | False | None | None | False | None | False | 144389.7 | 0 | | 2867616 | 93448 | None | 5.6c v3 | Providing and laying Bituminous Macadam with 40/60 tph
capacity hot mix plant using crushed aggregates of specified
grading premixed with bituminous binder VG-30 @ 3.3% 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 7835.1 | 7835.1 | 121.95 | False | None | None | False | None | False | 955490.445 | 0 | | 2867617 | 93448 | None | 5.3 v3 | 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 12.6 | 12.6 | 3354.0 | False | None | None | False | None | False | 42260.4 | 0 | | 2867618 | 93448 | None | 5.31 v3 | Providing and laying Semi Dense Bituminous Concrete with
40/60 TPH capacity hot mix plant batch type using crushed
aggregates of specified grading premixed with bituminous binder
VG-30 @ 5% by weight of mix and filler, transported to site,
laid over a previously prepared surface with mechanical paver
finisher to the required grade, level and alignment and rolled as
per MoRTH V revision. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 10659.6 | 10659.6 | 60.98 | False | None | None | False | None | False | 650022.408 | 0 | | 2867619 | 93448 | None | 8.15 v3 | 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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 556.5 | 556.5 | 85.4 | False | None | None | False | None | False | 47525.1 | 0 |
|