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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 4 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications no. 1300 & 2200 |
| 5 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in wall as per technical specifications Clauses 613.4 and 1208.4 |
| 6 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 7 | R.C.C works with cement approved coarse sand and 2 cm (3/4”) gauge approved stone ballast in the proportion 1:1.5:3 (1 cement : 1.5 Coarse Sand and 3 Aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labours and tools and plants etc required for proper completion of works. as per SI No. 289 |
| 8 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 9 | Providing, laying, spreading and compacting (7.5 cm compacted thickness) stone aggregates of 45-63 mm sizes to water bound macadam (WBM-2) specification including spreading of in uniform thickness hand packing, rolling with smooth wheeled roller 8/10 ton in stages to proper grade and camber, applying and brooming, stone screening (Type-B)/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405 Mord. |
| 10 | Providing, laying, spreading and compacting (7.5 cm compacted thickness) stone aggregates of 53-22.4 mm sizes to water bound macadam (WBM-3) specification including spreading of in uniform thickness hand packing, rolling with smooth wheeled roller 8/10 ton in stages to proper grade and camber, applying and brooming, stone screening (Type-B)/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Mord. |
| 11 | Providing and applying tack coat with Bitumen 80/100 using tar boiler / pressure distributor at the rate of 0.35 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503 |
| 12 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compesed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be following by Seal Coat of either Type-C as per Technical Specification Clause 508 Mord |
| 13 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Mord |
| 14 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 |
| 15 | 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. |
| 16 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications no. 2504 |
| 17 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (Repair) Please Enable Macros to View BoQ information |
