| 1720526612000 | 0 | None | None | Other Works | DEVELOPMENT WORK AND CONSTRUCTION OF ARCH IN BASAVANAGUDI PARK IN WARD 4 MYSURU | 1486318.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3498601 | 124998 | 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 | 52.35 | False | None | None | False | None | False | 6615.993 | 0 | | 3498602 | 124998 | 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 | 52.35 | False | None | None | False | None | False | 7718.484 | 0 | | 3498603 | 124998 | 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 | 22.62 | False | None | None | False | None | False | 167848.7694 | 0 | | 3498604 | 124998 | None | 5.4 v2 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 7915.97 | 7915.97 | 9.0 | False | None | None | False | None | False | 71243.73 | 0 | | 3498605 | 124998 | 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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 7789.59 | 7789.59 | 27.33 | False | None | None | False | None | False | 212889.4947 | 0 | | 3498606 | 124998 | None | 2.5.1 v1 | 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.
2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 8214.57 | 8214.57 | 4.0 | False | None | None | False | None | False | 32858.28 | 0 | | 3498607 | 124998 | None | 2.5.1 v1 | 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.
2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 70% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 13964.77 | 13964.77 | 4.86 | False | None | None | False | None | False | 67868.7822 | 0 | | 3498608 | 124998 | None | 2.5.1 v1 | 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.
2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 60% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 13143.31 | 13143.31 | 3.24 | False | None | None | False | None | False | 42584.3244 | 0 | | 3498609 | 124998 | None | 2.5.1 v1 | 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.
2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 50% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 12321.86 | 12321.86 | 2.7 | False | None | None | False | None | False | 33269.022 | 0 | | 3498610 | 124998 | 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 | 8225.91 | 8225.91 | 3.6 | False | None | None | False | None | False | 29613.276 | 0 | | 3498611 | 124998 | 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. 35% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Cum | 10576.17 | 10576.17 | 3.2 | False | None | None | False | None | False | 33843.744 | 0 | | 3498612 | 124998 | None | 2.11a 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.
a. Buildings ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Tonne | 110837.22 | 110837.22 | 1.94 | False | None | None | False | None | False | 215024.2068 | 0 | | 3498613 | 124998 | None | 6.5 v1 | Providing and constructing load bearing wall with Solid Concrete blocks
of size 400x100x200mm having block density more than 1800kg/m3
and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage
charges of machinery etc complete as per specifications. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 1367.9 | 1367.9 | 28.0 | False | None | None | False | None | False | 38301.2 | 0 | | 3498614 | 124998 | None | 8.6.1 v3 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3
coarse sand) finished with a floating coat of neat cement to brick masonry
including rounding off corners wherever required smooth rendering,
providing and removing scaffolding, including cost of materials, labour,
curing 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 | 400.2 | 400.2 | 28.0 | False | None | None | False | None | False | 11205.6 | 0 | | 3498615 | 124998 | None | 8.6.2 v1 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement to brick/
stone masonry including rounding off corners wherever required smooth
rendering, providing and removing scaffolding, including cost of materials,
labour, curing 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 | 531.53 | 531.53 | 117.2 | False | None | None | False | None | False | 62295.316 | 0 | | 3498616 | 124998 | None | 8.8 v2 | Providing 18 mm cement plaster in two coats under layer 12 mm thick
cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished
with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1
cement : 6 fine sand) to brick masonry including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing 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 | 459.67 | 459.67 | 24.0 | False | None | None | False | None | False | 11032.08 | 0 | | 3498617 | 124998 | None | 8.2 v2 | Providing White washing with lime to give an even shade :New work (three
coats) with lime of approved quality, including 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 | 32.21 | 32.21 | 169.2 | False | None | None | False | None | False | 5449.932 | 0 | | 3498618 | 124998 | None | 8.30 v2 | Finishing walls with Acrylic Smooth exterior paint of required shade :New
work (Two coat applied @ 1.67L/10 m² over and including priming coat of
exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality
to give an even shade, 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 | 215.59 | 215.59 | 169.2 | False | None | None | False | None | False | 36477.828 | 0 | | 3498619 | 124998 | None | 8.16a v2 | Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia
mild steel bars at 20 cms. c to c both horizontally and vertically fixed with
chicken mesh for drop chajja,facia, backing to cup boards including cost
of all materials, labour, providing and removing form work usage charges,
curing, complete as per specifications ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 1533.88 | 1533.88 | 71.57 | False | None | None | False | None | False | 109779.7916 | 0 | | 3498620 | 124998 | None | 10.1.2 v2 | Providing and fixing 18 mm thick gang saw cut granite of any color and
shade, mirror polished, premoulded and prepolished, machine cut for
kitchen platforms, vanity counters, window sills, facias and similar loca tions of required size, approved shade, colour and texture laid over 20 mm
thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated
with white cement, mixed with matching pigment, epoxy touch up,
including rubbing, curing, moulding and polishing to edges to give high
gloss finish etc. complete at all levels.
10.1.2 Area of slab over 0.50 m2 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 4877.94 | 4877.94 | 3.6 | False | None | None | False | None | False | 17560.584 | 0 | | 3498621 | 124998 | None | 8.29 v2 | Finishing walls with textured exterior paint of required shade :New work
(Two coats applied @ 3.28 L/10 m²) over and including priming coat of
exterior primer applied @ 2.20kg/10 m² to give an even shade 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 | 350.64 | 350.64 | 51.17 | False | None | None | False | None | False | 17942.2488 | 0 | | 3498622 | 124998 | None | 8.49 v2 | Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete. Fixed to steel windows by welding ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Kg | 208.15 | 208.15 | 465.0 | False | None | None | False | None | False | 96789.75 | 0 | | 3498623 | 124998 | None | 8.33.3 v2 | Painting Steel work with Deluxe Multi Surface Paint to give an even
shade. Two coat applied @ 0.90L/10 m² over an under coat of primer
applied @ 0.80 L/10 m² of approved brand and manufacture including
preparing the surface after thorougly cleaning oil, grease, dirt and foreign
matter, 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 | 172.22 | 172.22 | 72.0 | False | None | None | False | None | False | 12399.84 | 0 | | 3498624 | 124998 | None | 9.6.3 v2 | Providing and laying Chequerred precast cement concrete tiles 22 mm
thick in footpath & courtyard, jointed with neat cement slurry mixed with
pigment to match the shade of tiles, including rubbing and cleaning etc.
complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse
sand)
9.6.3 Dark shade pigment using ordinary cement ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK | Sqm | 1390.16 | 1390.16 | 80.0 | False | None | None | False | None | False | 111212.8 | 0 | | 3498625 | 124998 | None | 9.6.3 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 | 30.0 | False | None | None | False | None | False | 34493.7 | 0 |
|