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| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (As per MORD- 2.0-II) |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 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. (As per MORD- 3.4) |
| 3 | Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Cluase 403. |
| 4 | 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. (As per MORD- 3.14) |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. (As per MORD- 4.07-3) |
| 8 | Brick edging on bolh sides of the road of first class bricks 8 cm (3\\") wide and 12 cm. 4.5\\" deep laid with mud mortar lncluding labour and supply of bricks finished to required temptate and proper alignrnent and also including dressing and ramming the excavated earth as directed by Ensineer-ln-Charge. (As per SOR-SI-765) |
| 9 | 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 using mechanical means as per Technical Specification Clause 502. (As per MORD- 5.01-I) |
| 10 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (As per MORD- 5.2-iii) |
| 11 | 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 HMP, laying with paver finisher 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. (As per MORD- 5.9-II) |
| 12 | 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. (As per MORD- 5.12-III-i) |
| 13 | 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 (As per MORD- 3.5-iii) |
| 14 | Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. (As per MORD- 11.02) |
| 15 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. (As per MORD- 11.04-I-i) |
| 16 | Stone masonry work in cement mortar (1:3 ratio) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (As per MORD- 11.06-I-i) |
| 17 | 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. (As per MORD-9.03-C) |
| 18 | Providing and laying reinforced cement concrete pipe NP-3-1000 mm dia for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (As per MORD-9.03-B) |
| 19 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204. (As per MORD-12.02) |
| 20 | Providing concrete for plain/reinforced concrete (Nominal mix (1:2:4)) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (As per MORD-11.04-I) |
| 21 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 22 | Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrengment as per directed by engineer. |
| 23 | Providing & Fixing of KM Stone as per specification with proper completion of work. |
| 24 | Providing & Fixing of HM Stoneas per specification with proper completion of work. |
| 25 | Providing & Fixing of Village Sign board as per specification with proper completion of work. Please Enable Macros to View BoQ information |
