| 1723447979000 | 0 | None | None | Other Works | CONSTRUCTION OF DRAIN IN FRONT OF AHAA BOBMAT HOTEL IN ADICHUNCHANGIRI ROAD WARD 57 MYSURU | 1513755.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754509 | 140963 | 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 | 126.38 | 126.38 | 231.76 | False | None | None | False | None | False | 29289.8288 | 0 | | 3754510 | 140963 | 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 | 147.44 | 147.44 | 231.76 | False | None | None | False | None | False | 34170.6944 | 0 | | 3754511 | 140963 | None | 2.1.3 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.
2.1.3 Mix 1:3:6 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 | 7420.37 | 7420.37 | 27.48 | False | None | None | False | None | False | 203911.7676 | 0 | | 3754512 | 140963 | None | 2.3.1 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 | 8225.91 | 8225.91 | 26.04 | False | None | None | False | None | False | 214202.6964 | 0 | | 3754513 | 140963 | None | 2.3.1 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. 35% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 10576.17 | 10576.17 | 47.44 | False | None | None | False | None | False | 501733.5048 | 0 | | 3754514 | 140963 | 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 | 97894.63 | 97894.63 | 3.84 | False | None | None | False | None | False | 375915.3792 | 0 | | 3754515 | 140963 | 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 | 1149.79 | 1149.79 | 134.4 | False | None | None | False | None | False | 154531.776 | 0 |
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