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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 (Excluding GST) |
| 2 | Granular Sub-base with Well Graded Material (Table 400-1)Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / tractor mounted appropriate equipment 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 clause 401 (Excluding GST) |
| 3 | WBM Grading -2Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 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 2 as per Technical specification clause 405. (Excluding GST) |
| 4 | WBM Grading -3Providing, 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 3 as per Technical specification clause 405. (Excluding GST) |
| 5 | 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) |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm usingmannual means .as per technical specification cluause 502. (Excluding GST) |
| 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom. (Excluding GST) |
| 8 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508. (Excluding GST) |
| 9 | 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 Technical Specification Clause 510 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST) |
| 10 | 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) |
| 11 | 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 Royality) as per S.I. No. 251. (Excluding GST) |
| 12 | 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, As per S.I.No.-275. (Excluding GST) (Excluding GST) |
| 13 | 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 Sl. No.-12.1 and Specification no.- 600. (Excluding GST) |
| 14 | Pointing with cement mortar (1:3 ) on brick work as per drawing and Technical Specifications Clauses 613.3 7 1204. As per MoRD Sl. No.-12.2 and Specification no.- 600. (Excluding GST) |
| 15 | 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) |
| 16 | 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 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689 lh&vks0 ih0 vkj0 ,e0 lh0@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 15 Rs.7857237.65 @ Zero percent & for 2nd year @ 0.75% |
| 17 | For 3rd year @ 1.50% |
| 18 | For 4th year @ 2.25% |
| 19 | For 5th year @ 3.00% Please Enable Macros to View BoQ information |
