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| 1 | SS-Head:-R/WALL |
| 2 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 3 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.a) Foundations and plinth |
| 4 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specificationsb) Tar/TMT steel |
| 5 | Reinforced cement concrete in walls (any thickness) including attachedpillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement ina) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 6 | Centring and shuttering including strutting, propping etc and removal of formwork for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 7 | b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 8 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 9 | Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification A) Granular Material |
| 10 | Add Carriage Cost |
| 11 | SSSh-drain |
| 12 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 13 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)excluding the cost of centring and shuttering.a) Foundations and plinth |
| 14 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelMain Bar (Type -I) 12mm dia @160mmc/cTop slab cover Bar (Type -II) 12mm dia @160mmc/cDistribution bar (Type -III) 10 mm dia @160mmc/c |
| 15 | Centring and shuttering including strutting, propping etc and removal of formwork for :a) Foundation, footings, bases of columns etc. and mass concrete.Cover slab |
| 16 | b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 17 | Reinforced cement concrete in walls (any thickness) including attachedpillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface excluding cost of centring, shuttering and reinforcement in ::a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 18 | Add Carriage of Material Please Enable Macros to View BoQ information |
