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| 1 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 2 | 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. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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/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.(Gr-II) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 Grading 3 as per Technical Specification Clause 405.(Gr-III) |
| 5 | Edging with straight over burnt bricks, laid dry lengthwise including excavation, refilling, consolidation, with a hand packing and spreding nearly surplus earth within a lead of 50 metres. SI |
| 6 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 7 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed 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 followed by seal coat of Type C as per Technical Specification Clause 508. |
| 9 | 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 |
| 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. |
| 11 | 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 |
| 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 13 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 II. Brick masonry in 1:4 cement mortar |
| 14 | Providing and laying reinforced cement concrete pipe 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 1100.(1000 mm Dia Hume Pipe) |
| 15 | Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause MORD 613.3 |
| 16 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 17 | Providing and erecting direction and place indentification retro-reflectroised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 fixed over almuminium sheeting,2 mm thickwith area not exceeding 0.9 sqm.Supported on a mild steel single angle iron post 75 x75 x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm,below ground level as per approved drawing,Complete.(90x90 cm) |
| 18 | Providing and fixing of kilometere stone as per IRC-8 including painting and letter writing etc as per direction of E/I.(Km -stone). |
| 19 | Providing and fixing of Hectometere stone as per IRC-8 including painting and letter writing etc as per direction of E/I. (Hecto mt. -stone) |
| 20 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 55 /2022 /187 /23-9-2022-02 Nabard / 2021 Dt. 28.04.20022 & Enc lettere no. 14 BDD -1 ( NH ) / 40 MT - 11 / 2024dated 03.01.2024 subjected to approval from Govt. Maintence of 1st year after completion of work @ Zero % of total work amount of item 1 to 19. |
| 21 | As per Item no 1 to 19 but Maintenance of Second year @ 0.75% of Total work of amount 1 to 19 |
| 22 | As per Item no 1 to 19 but Maintenance of Third year @ 1.5% of Total work of amount 1 to 19 |
| 23 | As per Item no 1 to 19 but Maintenance of Fourth year @ 2.25% of Total work of amount 1 to 19 |
| 24 | As per Item no 1 to 19 but Maintenance of Fifth year @ 3.00% of Total work of amount 1 to 19 Please Enable Macros to View BoQ information |
