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| 1 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Excluding GST) |
| 2 | 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. (Excluding GST) |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Excluding GST) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes(45-63 mm and 10 cm thickness on soling road) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollar in stages to proper grade and camber, applying and brooming stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.grade 1 as per Technical specification clause 405. (Excluding GST) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollar in stages to proper grade and camber, applying and brooming stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.grade 1 as per Technical specification clause 405. (Excluding GST) |
| 6 | Brick edging on both side of road with S.O.B. bricks on edge laid with mud mortor I/c labour & supply of bricks finished to required templeteand and in proper alignment and also I/c dressing ,ramming excavated soil as directed by Engineer In charge. (Excluding GST) |
| 7 | Providing and applying primer coat with Emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per MORD Specification.) (including Cost of Emulsion) (Excluding GST) |
| 8 | Providing and applying tack coat with bitumen VG- 10 grade using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (As per MORD Specification.) (including Cost of Bitumen) (Excluding GST) |
| 9 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates (Dala quarry) either using VG-10 grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a sutabule mixol laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (As per MORD Specification.) (including Cost of Bitumen) (Excluding GST) |
| 10 | Providing and laying seal coat by manual means with VG- 10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C (As per MORD Specification.) . (including Cost of Bitumen) (Excluding GST) |
| 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. (Excluding GST) |
| 12 | Hume Pipe-Excavation of Foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up 30meter and including filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. (Excluding GST) |
| 13 | Concrete with 4cm (1.5\"). Gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 1:4:8 in foundation and under floor, including supply of all materials, labour and T&P etc. required for proper completion of the work, Excluding GST) |
| 14 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and Technical Specification clauses 602, 603, 604, 1202 & 1204. As per MoRD Excluding GST) |
| 15 | Pointing with cement mortar (1:3 ) on brick work as per drawing and Technical Specifications Clauses 613.3 7 1204. As per MoRD Excluding GST) |
| 16 | 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 Excluding GST) |
| 17 | Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024/lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx–1 fnuakd 16-01-2024 yoa dk;kZy; izeq[k vfHk;Urk;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad& 3689lh@ vks0ih0vkj0ye0lh0@ewy@23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 14 Rs. 8478661.58 @ Zero percent & for 2nd year @ 0.75% |
| 18 | For 3rd year @ 1.50% |
| 19 | For 4th year @ 2.25% |
| 20 | For 5th year @ 3.00% Please Enable Macros to View BoQ information |
