2343505 | 69324 | None | V-2 CSR It. No. 19.3 Pg. no.187 | Demolishing R.C.C. work manually/ by
mechanical means including stacking of
steel bars and disposal of unserviceable
material to the appropriate disposal area
as per direction of Engineer-in-charge. | Cum | 2547.3 | 2547.3 | 3.75 | False | None | None | False | None | False | 9552.375 | 0 |
2343506 | 69324 | None | V-2 CSR It. No. 19.9.1 Pg. no.187 | Demolishing stone rubble masonry
manually / by mechanical means including
stacking of serviceable material and
disposal of unserviceable material to the
appropriate disposal area as per direction
of Engineerin- charge | Cum | 831.6 | 831.6 | 25.08 | False | None | None | False | None | False | 20856.528 | 0 |
2343507 | 69324 | None | v-3 CSR-2021-22 It. No.2.5(ii) (b) Pg. no.9 | 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 | 3.0 | False | None | None | False | None | False | 1524.6 | 0 |
2343508 | 69324 | None | V-1 CSR-2021-22 It. No.1.17.1 Pg. no.A(61) | 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-In ordinary/soft rock without
blasting upto 1.5 m depth | Cum | 226.8 | 226.8 | 41.5 | False | None | None | False | None | False | 9412.2 | 0 |
2343509 | 69324 | None | V-1 CSR It. No. 2.1.2 Pg. no.A(67) | Providing and laying in Position plain
cement concrete for levelling course for all
works in foundation. The
granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per
relevent IS codes machine mixed, laid in
layers not exceeding 150mm thickness,
well compacted using plate vibrator,
including all lead & lifts, cost of all
materials of quality, labour, usage charges
of machineries, curing, and all the other
appurtences required to complete the
work as per technical specifications. ( The
cost of steel reinforcement & formwork
shall be paid separately)-Mix 1:4:8 (M7.5)
using 40mm nominal size graded
crushed coarse aggregates. | Cum | 5632.2 | 5632.2 | 4.27 | False | None | None | False | None | False | 24049.494 | 0 |
2343510 | 69324 | None | CSR It. No. 5.1.1 Pg. no.9 | Providing Random rubble masonary with
hard stone in foundation and plinth
including levelling up with cement
concrete 1:6: (1cement:6course sand:)
upto Plinth level etc. complete. | Cum | 5891.55 | 5891.55 | 9.47 | False | None | None | False | None | False | 55792.9785 | 0 |
2343511 | 69324 | None | CSR It. No. 5.4 Pg. no.9 | Providing Size Stone masonary with hard
stone in foundation and plinth including
levelling up with cement concrete 1:6:
(1cement:6course sand:) upto Plinth level
etc. complete. | Cum | 6708.45 | 6708.45 | 12.94 | False | None | None | False | None | False | 86807.343 | 0 |
2343512 | 69324 | None | CSR It. No. 1.10 Pg. no.A(60) | Filling available excavated earth
(excluding rock) in trenches, plinth, sides
of foundations and other similar works etc.
in layers not exceeding 20cms in depth
consoliditating each deposited layers by
ramming and watering, lead upto 50m and
lift upto 1.5m | Cum | 168.0 | 168.0 | 44.88 | False | None | None | False | None | False | 7539.84 | 0 |
2343513 | 69324 | None | Vol-1 CSR It. No. 2.2.1.1 Pg. no. A(67) | Providing and laying in position Reinforced
cement concrete for all Foundation works.
The granite/ trap/basalt crushed graded
coarseaggregates 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. (The cost of steel
reinforcement & formwork to be paid
separately)M20 Design Mix Using 20 mm
and down size graded crushed coarse
aggregate | Cum | 6542.55 | 6542.55 | 8.02 | False | None | None | False | None | False | 52471.251 | 0 |
2343514 | 69324 | None | Vol-I S R Sl No. 1 a Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding Foundation upto Plinth a. Isolated add 8% | Cum | 523.4 | 523.4 | 8.02 | False | None | None | False | None | False | 4197.668 | 0 |
2343515 | 69324 | None | Vol-1 CSR It. No. 2.2.1.1 Pg. no. A(67) | Providing and laying in position Reinforced
cement concrete for all Foundation works.
The granite/ trap/basalt crushed graded
coarseaggregates 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. (The cost of steel
reinforcement & formwork to be paid
separately)M20 Design Mix Using 20 mm
and down size graded crushed coarse
aggregates | Cum | 6542.55 | 6542.55 | 3.84 | False | None | None | False | None | False | 25123.392 | 0 |
2343516 | 69324 | None | Vol-I S R Sl No. 9 Page no. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70 Percent | Cum | 4579.78 | 4579.78 | 3.84 | False | None | None | False | None | False | 17586.3552 | 0 |
2343517 | 69324 | None | Vol-1 CSR It. No. 2.2.1.1 Pg. no. A(67) | Providing and laying in position Reinforced
cement concrete for all Foundation works.
The granite/ trap/basalt crushed graded
coarseaggregates 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. (The cost of steel
reinforcement & formwork to be paid
separately)M20 Design Mix Using 20 mm
and down size graded crushed coarse
aggregates | Cum | 6542.55 | 6542.55 | 0.14 | False | None | None | False | None | False | 915.957 | 0 |
2343518 | 69324 | None | Vol-I S R Sl no. 19 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections) add 45 Percent | Cum | 2944.15 | 2944.15 | 0.14 | False | None | None | False | None | False | 412.181 | 0 |
2343519 | 69324 | None | Vol-1 CSR It. No. 2.2.1.1 Pg. no. A(67) | Providing and laying in position Reinforced
cement concrete for all Foundation works.
The granite/ trap/basalt crushed graded
coarseaggregates 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. (The cost of steel
reinforcement & formwork to be paid
separately)M20 Design Mix Using 20 mm
nominal size graded crushed coarse
aggregates Vol-1 CSR It. No. 2.2.1.1 Pg. no. A(67) | Cum | 6542.55 | 6542.55 | 2.39 | False | None | None | False | None | False | 15636.6945 | 0 |
2343520 | 69324 | None | Vol-I S R Sl No. 2 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Building add 50% | Cum | 3271.27 | 3271.27 | 2.39 | False | None | None | False | None | False | 7818.3353 | 0 |
2343521 | 69324 | None | Vol-1 CSR It. No. 2.2.1.1 Pg. no. A(67) | Providing and laying in position Reinforced
cement concrete for all Foundation works.
The granite/ trap/basalt crushed graded
coarseaggregates 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. (The cost of steel
reinforcement & formwork to be paid
separately)M20 Design Mix Using 20 mm
nominal size graded crushed coarse
aggregates | Cum | 6542.55 | 6542.55 | 3.94 | False | None | None | False | None | False | 25777.647 | 0 |
2343522 | 69324 | None | Vol-I S R Sl No. 14 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 3925.53 | 3925.53 | 3.94 | False | None | None | False | None | False | 15466.5882 | 0 |
2343523 | 69324 | None | Vol-1 CSR It. No. 2.2.1.1 Pg. no. A(67) | Providing and laying in position Reinforced
cement concrete for all Foundation works.
The granite/ trap/basalt crushed graded
coarseaggregates 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. (The cost of steel
reinforcement & formwork to be paid
separately)M20 Design Mix Using 20 mm
nominal size graded crushed coarse
aggregates | Cum | 6542.55 | 6542.55 | 6.95 | False | None | None | False | None | False | 45470.7225 | 0 |
2343524 | 69324 | None | Vol-I S R Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3271.27 | 3271.27 | 6.95 | False | None | None | False | None | False | 22735.3265 | 0 |
2343525 | 69324 | None | Vol-I I No. 2.11 a Page No. 18 | 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. Buildings | t | 93929.85 | 93929.85 | 2.68 | False | None | None | False | None | False | 251731.998 | 0 |
2343526 | 69324 | None | Vol-II I No. 6.7 Page No. 13 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8621.55 | 8621.55 | 26.84 | False | None | None | False | None | False | 231402.402 | 0 |
2343527 | 69324 | None | Vol-II I No. 12.11 Page No. 99 | Providing Honne wood frames of doors, windows, clerestory windows,
ventilators and other frames, wrought, framed or assembled including
making plaster groves (excluding cost of cement concrete and side clamps),
but including cost of materials, labour, usage charges complete as per
specifications. | Cum | 144977.7 | 144977.7 | 0.38 | False | None | None | False | None | False | 55091.526 | 0 |
2343528 | 69324 | None | Vol-II I No. 12.51 Page No. 104 | Fixing of door frame in an existing opening including embedding frame in
floor and walls after cutting masonry for holdfasts for embedding holdfast
in cement concrete 1:3:6 of 20mm and down size granite metal painting
two coats of coal tar to sides of frame, making good the damages to walls
and floor as required and disposal of the debris with lead upto 50 m.
including cost of materials, labour charges, complete as per specifications. | No | 1066.8 | 1066.8 | 2.0 | False | None | None | False | None | False | 2133.6 | 0 |
2343529 | 69324 | None | Vol-II I No. 12.52 Page No. 104 | Fixing of window frame in an existing opening including embedding frame
in floor and walls after cutting masonry for holdfasts for embedding
holdfast in cement concrete 1:3:6 of 20mm and down size granite metal
painting two coats of coal tar to sides of frame, making good the damages
to walls and floor as required and disposal of the debries with lead
upto 50 m. including cost of materials, labour charges, complete as per
specifications. | No | 811.65 | 811.65 | 3.0 | False | None | None | False | None | False | 2434.95 | 0 |
2343530 | 69324 | None | Vol-II I No. 12.23 Page no. 101 | Providing and fixing in position Honnewood fully panelled shutters for
windows with stiles and rails of 35mm. thick, 75mm wide in two
halves with panels of 25mm thick including cost of materials, labour
charges, usage charges complete as per specifications. (excluding cost of
fixtures) | Sqm | 7952.7 | 7952.7 | 5.04 | False | None | None | False | None | False | 40081.608 | 0 |
2343531 | 69324 | None | Vol-II I No. 12.31 Page No. 101 | Providing and fixing in position Honne wood fully panelled shutters for
windows with stiles and rails of 25mm. thick, 75mm wide in two
halves with panels of 20mm thick including cost of materials, labour
charges, usage charges complete as per specifications. (excluding cost of
fixtures) | Sqm | 6576.15 | 6576.15 | 4.32 | False | None | None | False | None | False | 28408.968 | 0 |
2343532 | 69324 | None | Vol-II I No. 11.34 A Page No. 86 | 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 | Kg | 176.4 | 176.4 | 246.96 | False | None | None | False | None | False | 43563.744 | 0 |
2343533 | 69324 | None | Vol-II I No. 8.5.2 Page No. 42 | Providing 15 mm cement plaster on rough side of single or half brick
wall finished with a floating coat of neat cement of mix: 1:4 (1 cement:
4 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 | Sqm | 366.45 | 366.45 | 70.32 | False | None | None | False | None | False | 25768.764 | 0 |
2343534 | 69324 | None | Vol-II I No. 8.4.1 Page no. 41 | Providing 12 mm cement plaster finished with a floating coat of neat
cement of mix :1:3 (1 cement: 3 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. | Sqm | 339.15 | 339.15 | 49.88 | False | None | None | False | None | False | 16916.802 | 0 |
2343535 | 69324 | None | Vol-II I No. 8.8 Page No. 42 | 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. | Sqm | 389.55 | 389.55 | 119.13 | False | None | None | False | None | False | 46407.0915 | 0 |
2343536 | 69324 | None | Vol-I I No. 2.1.4 Page No. 15 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 5.01 | False | None | None | False | None | False | 32704.5285 | 0 |
2343537 | 69324 | None | Vol-II I No. 9.19 page No. 61 | Providing and laying Vitrified tiles with thickness 9-10 mm in different
sizes with water absorption less than 0.08% and conforming to IS: 15622,
of approved brand & manufacturer, in all colours and shade, in skirting,
riser, treads of steps, laid with cement based high polymer modified
quick set tile adhesive (water based) conforming to IS: 15477, in average
6 mm thickness, including grouting of joints as per direction of Engineer
in charge. | Sqm | 1231.65 | 1231.65 | 60.8 | False | None | None | False | None | False | 74884.32 | 0 |
2343538 | 69324 | None | Vol-II I No. 9.6.4 Page no. 59 | 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) Ordinary cement without any pigment | Sqm | 1102.5 | 1102.5 | 7.44 | False | None | None | False | None | False | 8202.6 | 0 |
2343539 | 69324 | None | Vol-II I No. 8.52.2 Page No. 50 | Distempering with 1st quality acrylic distemper, having VOC (Volatile
Organic Compound) content less than 50 g/L, of approved brand
and manufacture, including applying additional coats wherever required,
to achieve even shade and colour. Two coats as per specifications and as
per directions of Engineer in charge | Sqm | 79.8 | 79.8 | 230.14 | False | None | None | False | None | False | 18365.172 | 0 |
2343540 | 69324 | None | Vol-II I No. 8.28 Page No. 45 | Finishing walls with water proofing cement paint of required shade :New
work (Two coats applied @ 4.84 kg/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. | Sqm | 93.45 | 93.45 | 133.68 | False | None | None | False | None | False | 12492.396 | 0 |
2343541 | 69324 | None | Vol-II I No. 8.84 Page no. 55 | Providing wall black boards in 12mm thick with CM 1:3 and applied with
primer & two coats of acrylic emulsion black paint including finishing
etc.,complete. | Sqm | 498.75 | 498.75 | 4.2 | False | None | None | False | None | False | 2094.75 | 0 |
2343542 | 69324 | None | Vol-II I No. 8.19.1 Page No. 44 | Providing Flush/ Ruled pointing: Pointing on stone work with cement
mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as
per directions of Engineer-in-charge | Sqm | 267.75 | 267.75 | 26.91 | False | None | None | False | None | False | 7205.1525 | 0 |
2343543 | 69324 | None | Vol-III I No. 8.7 page No. 65 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity
grade sheeting vide clause 801.3, fixed over aluminium
sheeting, 2 mm thick or Aluminium composite material sheet
with overall thickness of 4mm with area not exceeding 0.9
m2
fixed over back support frame of min 35 x 35 x 3mm angle
mounted on a mild steel circular pipe 65 NB, firmly fixed to the
ground by means of properly designed foundation with M25
grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 9460.5 | 9460.5 | 1.08 | False | None | None | False | None | False | 10217.34 | 0 |