| 2678750 | 83512 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 1.15.1 | 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 | 381.15 | 381.15 | 26.64 | False | None | None | False | None | False | 10153.836 | 0 |
| 2678751 | 83512 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 2.1.2 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 4.94 | False | None | None | False | None | False | 29379.168 | 0 |
| 2678752 | 83512 | None | PWD UNI SR 23-24 VOL-2 ITEM NO 5.1.1 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with :
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 17.17 | False | None | None | False | None | False | 101157.9135 | 0 |
| 2678753 | 83512 | None | PWD UNI SR 23-24 VOL-2 ITEM NO 5.6 | Providing and constructing laterite size stone masonry including cost
and conveyance of all materials curing etc complete as per specification
I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for
saturated dry samples - For Basement in CM 1:6. | Cum | 6770.4 | 6770.4 | 12.88 | False | None | None | False | None | False | 87202.752 | 0 |
| 2678754 | 83512 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 6.8 | 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 1:6 (1 cement : 6 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 | 8367.45 | 8367.45 | 18.26 | False | None | None | False | None | False | 152789.637 | 0 |
| 2678755 | 83512 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 2.1.3 | 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 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 3.02 | False | None | None | False | None | False | 18991.119 | 0 |
| 2678756 | 83512 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 2.2.1 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6924.75 | 6924.75 | 1.94 | False | None | None | False | None | False | 13434.015 | 0 |
| 2678757 | 83512 | None | 2.2.1 | Centering & Shuttering charges for footing | Cum | 527.6 | 527.6 | 1.94 | False | None | None | False | None | False | 1023.544 | 0 |
| 2678758 | 83512 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 2.5.1 | 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.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 1.34 | False | None | None | False | None | False | 9328.41 | 0 |
| 2678759 | 83512 | None | 2.5.1 | entering & Shuttering charges for columns | Cum | 4972.5 | 4972.5 | 1.34 | False | None | None | False | None | False | 6663.15 | 0 |
| 2678760 | 83512 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 2.11(a) | Steel Fabrication
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 | Tonne | 93929.85 | 93929.85 | 0.28 | False | None | None | False | None | False | 26300.358 | 0 |
| 2678761 | 83512 | None | PWD UNI SR 23-24 VOL-2 ITEM NO 8.8 | 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 | 209.88 | False | None | None | False | None | False | 81758.754 | 0 |
| 2678762 | 83512 | None | PWD UNI SR 23-24 VOL-1 ITEM NO 8.30 | 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. | Sqm | 182.7 | 182.7 | 209.88 | False | None | None | False | None | False | 38345.076 | 0 |
| 2678763 | 83512 | None | PWD Uni SR 23-24 Vol-2 Item no. 11.16.2 | Providing and fixing Steel work in built up tubular (round, square or
rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer,
including welding and bolted with special shaped washers etc. complete.
Hot finished seamless type tubes including cost of materials, labour, usage
charges of machinery complete as per specifications and as per directions
of the Engineer-in-Charge. | Sqm | 154.35 | 154.35 | 581.0 | False | None | None | False | None | False | 89677.35 | 0 |
| 2678764 | 83512 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.37 | Painting on G.S. sheet with synthetic enamel paint of approved brand
and manufacture of required colour to give an even shade :New work (two
coats) including a coat of approved steel primer but excluding a coat of
mordant solution 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. | Sqm | 137.55 | 137.55 | 30.55 | False | None | None | False | None | False | 4202.1525 | 0 |