1725349849000 | 0 | None | None | Other Works | Development of Drain and Footpath in Danwanthari road and freedom park road back side & Asphalting to JK ground Circle Babu Jagamohan ram Circle and footpath work, Road work to various location of ward 40 and SWD Construction | 15304467.64 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3906781 | 150638 | 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 | 795.23 | False | None | None | False | None | False | 85169.133 | 0 | 3906782 | 150638 | 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 | 795.23 | False | None | None | False | None | False | 99363.9885 | 0 | 3906783 | 150638 | None | 2.1.2 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.
2.1.2 Mix 1:4:8 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 | 5947.2 | 5947.2 | 49.43 | False | None | None | False | None | False | 293970.096 | 0 | 3906784 | 150638 | None | 2.4.2 v1 | 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.
2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 5% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 6971.11 | 6971.11 | 114.45 | False | None | None | False | None | False | 797843.5395 | 0 | 3906785 | 150638 | 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 | 6.12 | False | None | None | False | None | False | 507724.686 | 0 | 3906786 | 150638 | None | 17.12 v2 | Providing and laying 100mm thick pre-cast cover slabs over drains &
Rain pit of width not exceeding 800 mm using M20 concrete reinforced
with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00
kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including
providing holes in the Cover slabs wherever necessary for easy drainage
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 | 974.4 | 974.4 | 498.0 | False | None | None | False | None | False | 485251.2 | 0 | 3906787 | 150638 | 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 | 237.0 | False | None | None | False | None | False | 636807.15 | 0 | 3906788 | 150638 | 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 | 12041.53 | False | None | None | False | None | False | 518387.8665 | 0 | 3906789 | 150638 | None | 5.8c 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 @ 3.4% 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 8044.05 | 8044.05 | 721.08 | False | None | None | False | None | False | 5800403.574 | 0 | 3906790 | 150638 | 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 | 18404.19 | False | None | None | False | None | False | 231892.794 | 0 | 3906791 | 150638 | 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 | 486.18 | False | None | None | False | None | False | 5182484.328 | 0 | 3906792 | 150638 | 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 | 318.0 | False | None | None | False | None | False | 176967.0 | 0 | 3906793 | 150638 | None | 3.6 v3 | 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 517.65 | 517.65 | 26.85 | False | None | None | False | None | False | 13898.9025 | 0 | 3906794 | 150638 | 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 | 26.0 | False | None | None | False | None | False | 134316.0 | 0 | 3906795 | 150638 | None | 6.8.1 v3 | Providing and laying 60mm thick factory made precast M -30
grade Cement Concrete Paver Block as per IRC SP 63:2018 &
IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved
shape and colour, laid in required pattern and including over
30mm thick compacted bed of coarse sand, filling the joints with
fine sand etc. all complete as per the direction of Engineer-in
charge. (WMM/WBM Base to be paid separately if necessary as
per relevant technical specification) ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 1121.4 | 1121.4 | 260.0 | False | None | None | False | None | False | 291564.0 | 0 | 3906796 | 150638 | None | 8.42.1 v3 | 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 250 x 100 mm size ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | m | 318.15 | 318.15 | 130.0 | False | None | None | False | None | False | 41359.5 | 0 | 3906797 | 150638 | None | 8.40 v3 | Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :Two coats on new work after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 120.75 | 120.75 | 58.5 | False | None | None | False | None | False | 7063.875 | 0 |
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