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| 1 | SH: Retaining Wall [3.00 Mtr. Height] |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)Ordinary SoilManual Means (Depth upto 3 m) |
| 3 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 4 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specificationsPCC Garde M20 |
| 5 | Centring and shuttering including strutting, propping etc and removal of form work for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 7 | 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 |
| 8 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular material |
| 9 | Carriage of Materials |
| 10 | SH: Retaining Wall [4.00 Mtr. Height] |
| 11 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)Ordinary SoilManual Means (Depth upto 3 m) |
| 12 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 13 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specificationsPCC Garde M20 |
| 14 | Centring and shuttering including strutting, propping etc and removal of form work for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 16 | 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 |
| 17 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular material |
| 18 | Carriage of Materials |
| 19 | SH: Retaining Wall [5.00 Mtr. Height] |
| 20 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)Ordinary SoilManual Means (Depth upto 3 m) |
| 21 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 22 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specificationsPCC Garde M20 |
| 23 | Centring and shuttering including strutting, propping etc and removal of form work for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 24 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 25 | 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 |
| 26 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular material |
| 27 | Carriage of Materials |
| 28 | SH: Land filling for area utility |
| 29 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) |
| 30 | Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side) |
| 31 | SH: Irrigation channel [RCC Drain] |
| 32 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) of sides and bottom and backfilling with approved material.)Ordinary soilManual Means (Depth upto 3 m) |
| 33 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 34 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth |
| 35 | Reinforced cement concrete in walls (any thickness) including attached pillasters, 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 to give 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) |
| 36 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel |
| 37 | Centring and shuttering including strutting, propping etc and removal of form work for :b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 38 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 39 | Neat cement punning |
| 40 | Carriage of Materials |
