| 1 | 1 | Earthwork in exavation in foundation trenches in ordinary soil and hard soil of structure as per drawing and technical specification including setting out construction of shoring and bracing, removal of stumps and other deletarious matter dressing of sides and bottom and back filling with approved material | BI01010001010000000000000515BI0100001112 | 268.98 | M³ |
|---|
| 2 | 2 | Earthwork in exavation of cut off trenches as per design section in soft rock or ordinary rock foundation of structures as per drawing & technical specification. including setting out construction of shoring and bracing, removal of stumps and other deletarious matter dressing of sides and bottom and back filling with approved material | BI01010001010000000000000515BI0100001113 | 186.3 | M³ |
|---|
| 3 | 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weing not less than 40 kg each complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001114 | 43.51 | M³ |
|---|
| 4 | 4 | P.C.C. 1:3:6 in foundation plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40 mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days as per drawing & tecnical specification. | BI01010001010000000000000515BI0100001115 | 68.42 | M³ |
|---|
| 5 | 5 | Plain rainforced cement concrete in openfoundation complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001116 | 17.81 | M³ |
|---|
| 6 | 6 | Stone masonary worn in cement mottar 1:3 in foundation complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001117 | 204.38 | M³ |
|---|
| 7 | 7 | Stone masonary work in cement mottar 1:3 in sub-structure complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001118 | 127.59 | M3 |
|---|
| 8 | 8 | Providing weep holes in brick masonry/plain/rainforced concrete/ abutment , wing wall/returning wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1V, 20H toeards drawing foce. complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001119 | 40 | Nos. |
|---|
| 9 | 9 | Hire charge of diesal operated pump for bailing out water do-do all complete job. | BI01010001010000000000000515BI0100001120 | 15 | Hrs. |
|---|
| 10 | 10 | Providing R.C.C. (1:1:2) in abutment and pier cap with stone chips of 20mm to 10mm plain/rainforced cement concrete in sub-structure complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001121 | 7.45 | M3 |
|---|
| 11 | 11 | Proving and laying R.C.C.(1:1.5:2) in deck slab do-do all complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001122 | 41.6 | M3 |
|---|
| 12 | 12 | Providing and laying of R.C.C. (1.1.5:2) in wearing coat do-do job complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001123 | 5.75 | M3 |
|---|
| 13 | 13 | Providing R.C.C. (1:2:4) in railing post do-do wearing coat do-do all complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001124 | 24 | M3 |
|---|
| 14 | 14 | Providing 25 mm cement plaster (1:4) with aproved quality of sand of F.M. 2.5 to 3.0 do-do all complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001125 | 158.42 | M² |
|---|
| 15 | 15 | Providing cost of plasting imulsion paint do-do all complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001126 | 73.56 | M3 |
|---|
| 16 | 16 | Supplying fitting and plcing HYSD bar rainforced in super-structure complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001127 | 9.31 | MT |
|---|
| 17 | 17 | Earth work in filling foundation trenches or back filling of structurs in layer not exceeding 150mm thick well watered rammed and and fully compacted and finally dressed with suitable eart obtained from excavation of foundation trenches and placed in suitable profile with a lead of 30mtr. and lift to 5mtr complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001128 | 189.48 | M3 |
|---|
| 18 | 18 | Carriage of Materials\n\nCement (Lead-25km) | BI01010001010000000000000515BI0100001129 | 115.37 | MT |
|---|
| 19 | 18.01 | Sand (Lead-10k) | BI01010001010000000000000515BI0100001130 | 191.09 | M3 |
|---|
| 20 | 18.02 | Stone Chips (Lead-25km) | BI01010001010000000000000515BI0100001131 | 124.64 | M3 |
|---|
| 21 | 18.03 | Boulder (Lead-25km) | BI01010001010000000000000515BI0100001132 | 375.48 | M3 |
|---|
| 22 | 18.04 | Steel (Lead-25km) | BI01010001010000000000000515BI0100001133 | 9.31 | MT |
|---|
| 23 | 19 | Contsruction of Guard Wall\n\nEarthwork in exavation in foundation trenches in ordinary soil and hard soil of structure as per drawing and technical specification including setting out construction of shoring and bracing, removal of stumps and other deletarious matter dressing of sides and bottom and back filling with approved material | BI01010001010000000000000515BI0100001134 | 33.12 | M³ |
|---|
| 24 | 20 | Earthwork in exavation of cut off trenches as per design section in soft rock or ordinary rock foundation of structures as per drawing & technical specification. including setting out construction of shoring and bracing, removal of stumps and other deletarious matter dressing of sides and bottom and back filling with approved material | BI01010001010000000000000515BI0100001135 | 22.08 | M³ |
|---|
| 25 | 21 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weing not less than 40 kg each complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001136 | 6.9 | M³ |
|---|
| 26 | 22 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40 mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days as per drawing & tecnical specification. | BI01010001010000000000000515BI0100001137 | 13.8 | M³ |
|---|
| 27 | 23 | Stone masonary work in cement mottar 1:3 for sub-structure complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001138 | 24.38 | M³ |
|---|
| 28 | 24 | Stone masonary work in cement mottar 1:3 in foundation complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001139 | 26.25 | M³ |
|---|
| 29 | 25 | Providing P.C.C. M-150 with nominalmixe of (1:2:4) Plain/rainforced cement concrete in open foundation complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001140 | 1.5 | M3 |
|---|
| 30 | 26 | Providing 25mm cement plaster (1:4) with approved quality of sand of F.M. 2.5 to 3.0 do-do all complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001141 | 30 | M² |
|---|
| 31 | 27 | Providing weep holes in brick masonry/plain/rainforced concrete/ abutment , wing wall/returning wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1V, 20H toeards drawing foce. complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001142 | 25 | Nos. |
|---|
| 32 | 28 | Carriage of Materials\n\nCement (Lead-25km) | BI01010001010000000000000515BI0100001143 | 14.67 | MT |
|---|
| 33 | 28.01 | Sand (Lead-10km) | BI01010001010000000000000515BI0100001144 | 26.7 | M³ |
|---|
| 34 | 28.02 | Stone Chips (Lead-25km) | BI01010001010000000000000515BI0100001145 | 14.8 | M³ |
|---|
| 35 | 28.03 | Boulder (Lead-25km) | BI01010001010000000000000515BI0100001146 | 57.53 | M³ |
|---|
| 36 | 29 | Contsruction of Approach Road\n\nConstruction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading, to reuired slope and compacting to meet requirement of table - 300 | BI01010001010000000000000515BI0100001147 | 190 | M³ |
|---|
| 37 | 30 | Construction of granular sub-base by providing close graded material, mixing in a mechnical mix plant at OMC, carriage of mix material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desire density, complete as per clouse - 401 | BI01010001010000000000000515BI0100001148 | 12.15 | M³ |
|---|
| 38 | 31 | Proving, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling eith 3 wheeled steel/vobratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interestics of coarse aggregate, watering and compacting to the required denity. | BI01010001010000000000000515BI0100001149 | 5.63 | M³ |
|---|
| 39 | 32 | Carriage of Materials\n\nAggregates(Lead-25km) | BI01010001010000000000000515BI0100001150 | 27 | MT |
|---|
| 40 | 33 | Add 12% GST (+) | BI01010001010000000000000515BI0100001151 | 3.26875e+06 | Rs. |
|---|
| 41 | 34 | Add1% Labour Cess(+) | BI01010001010000000000000515BI0100001152 | 3.661e+06 | Rs. |
|---|
