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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. |
| 2 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 |
| 3 | Construction of embankment with machnicaly compacted earth 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 Engineer-in-charge as per MORD clause 3.4(301.5). |
| 4 | 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. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes (45 - 63 mm gauge) to water bound macadam (WBM-2) as Levelling Coat 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 MORD per Technical Specification Clause 405 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm guage) to water bound macadam (WBM-3) 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 MORD Technical Specification Clause 405. |
| 7 | Edging with M-150 Class Bricks, Laid dry lengthwise, including excavation, refilling consolidation, with a hnad packing and spreading nearly surplus earth within a lead of 50 meter including cost of bricks, labour, T&P etc. required for proper completion of the work. |
| 8 | 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 MORD Technical Specification Clause 502 |
| 9 | Providing and applying tack coat with Bitumen (VG-10) using bitumen 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 MORD Technical Specification Clause 503. |
| 10 | 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 (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and finishing with paver finisher and compaction with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal Coat 'Type-C' as per MORD Technical Specification Clause 508 |
| 11 | 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 |
| 12 | Providing and laying in position in C.C. specified grade excluding the cost of centering, shuttering , finishing and reinforcement (1:6:12) with cement, Fine sand and 40mm gauge Brick ballast i/c all as per pwd specifications no 273 |
| 13 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specifications Clauses 602,603,604, 1202 & 1204 |
| 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 |
| 15 | Providing and laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawing and Technical Specification Clause 1504. |
| 16 | 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. |
| 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 |
| 18 | Brick masonry work (1:3) in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 chapter no 26 Sr no 28 |
| 19 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification ch-26 si no-30 |
| 20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 21 | Construction of 450 mm dia NP3 Hume Pipe Culvert. |
| 22 | Providing, fixing of km. stone, etc. complete. |
| 23 | Providing, fixing of hectometre stone etc. complete. |
| 24 | Providing, fixing of sign board etc. complete. Please Enable Macros to View BoQ information |