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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 | Poviding & fixing of retro reflective sign board size 1200x900 mm made of 2mm alloy aluminium sheet and 4 mm thick aluminium composite panel sheet fully covered with high intensity retro reflective sheet with MS angle frame of 35x35x5 mm angle iron aluminium sheet painted with 2 coat smoke grey or sky blue paint leg 75x40 mm channel 3 m long complete (size 1200x900mm) (1.08 sq. Mtr.) |
| 13 | Laying of thurmoplast etc. |
| 14 | Supplying and fixing of Cat eye |
| 15 | 200 meter hectometer stone (precast) |
| 16 | Ordinary kilo meter stone (precast) |
| 17 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 11.1 (I) (i) |
| 18 | Earth work in excavatin in foundation in odinary soil i/clift up to 1.5 mt and lead up to 50 mt and i/c filling, watering and ramming of excavated earth into the trenches or into the spece between thebuilding and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth etc all complete work. as per S.I. No. 251 |
| 19 | 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. |
| 20 | Concrete with 4 cm gaugestone ballast , Coarse sand of 1.25 F M and cement in propotion of 8:4:1 in foundation under floors, including supply of all meterials, labour and T&p etc. required for proper completion of work. As per S.I. No. 281 |
| 21 | Brick Masonry in 1:4 Cement Mortar- Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Data Book Item No. 11.5 (ii) |
| 22 | Plastering with cement c. sand mortar (1:4), 15 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13 |
| 23 | Providing and laying Plain Cement Concrete-Grade M20( 1:2:4 cement, c. sand, grit) in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II) |
| 24 | Providing and laying Reinforcement cement concrete Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(II) |
| 25 | Supplying ,Fitting and Placing M.S. Bar Reinforcement in Foundation com. Tech. Specification 1000and 1202 Sr.No.11.9 |
| 26 | Providing and laying reinforced cement concrete pipe NP3 600 mm Dia 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. |
| 27 | 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. Please Enable Macros to View BoQ information |
