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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil) |
| 2 | Laying and spreading available soil in the subgrage on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70% of contents of CaO, grading with moter grader and compacting with smoot wheeled road roller at OMC to the desired density to form a layer of improved |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 4 | Providing, laying, spreading and compacting stone aggregates of 45-63 mm to water bound macadam specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification clause 405 |
| 5 | Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification G-3 including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification clause 405 |
| 6 | Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular Base including cleaning of road surface and spreading primer at the rate of 0.70 tl 1.00 kg/sqm Using mannual means. Clause 505 |
| 7 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsing dristributor @ 0.25 to 0.30 kg. per sqm. on the preparedmdry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 8 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and folling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat Technical sepecification Clauses 508 |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and croos fall using type-C, as per Technical Specification clause 510 |
| 10 | Providing and laying Brick edging on both side of the painted surface with class-150 bricks 7.50 cm wide and 11.5 cm deep laid with mud mortar finished to required template in proper alignment & including dressing & ramming the excavated earth and also including cost of bricks, trade tax and all other taxes, labour, T&P etc. and also including maintenance of barriers, caution post, light at night etc. required for proper completion of the work as per direction of Engineer-in-Charge. |
| 11 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 12 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. Analysis |
| 13 | Sand filling in plinth including supply of necessary quantity of sand approved quarry from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. |
| 14 | Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:3:6 including supply of all materials,labour and tools and plants etc. required for proper completion of the work as per direction of the Engineer. |
| 15 | Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. S.I. No.-305 |
| 16 | 12 mm thick plaster on brick work not less than 10 mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all material labour, T&P etc. required completion of the work as per direction of the Engineer-in-charge. (SI.No.584) |
| 17 | Providing and laying reinforced cement concrete pipe 350 mm dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 18 | Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work as per direction of the Engineer. S.I. No-279(a) |
| 19 | Laying of thurmoplast etc. |
| 20 | Supplying and fixing of Cat eye |
| 21 | 200 meter hectometer stone (precast) |
| 22 | Ordinary kilo meter stone (precast) |
| 23 | Mis. Item such as fixing of sign board etc. Please Enable Macros to View BoQ information |