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| 1 | ROAD WORK |
| 2 | Providingand applyingtack coat usinghotstraight runbitumenof grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 3 | On bituminous surface @ 0.50 Kg / sqm |
| 4 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). |
| 5 | With paving Asphalt grade VG - 30 with no solvent |
| 6 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregatespreaderandapplyingbitumenbyapressuredistributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: |
| 7 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. |
| 8 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.(For Pothole and despression) |
| 9 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 10 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 11 | Clearing and grubbing road berms including uprooting wild vegetation, grass, bushed, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per techincal specification clause 201 MORD including contractors profit and overhead charges., etc. completed. |
| 12 | Providing and applying plastic waste shredded plastic for wearing course. The waste shredded plastic shall conform to the size passing 2.36 mm sieve to retain on 600 micron sieve. Plastic added @ 8-10% as per IRC SP 98. |
| 13 | Total of Quoted Amount (A) |
| 14 | ROUTINE MAINTENANCE WORKS (5 YEARS) |
| 15 | 1st Year 0.25% of total amount |
| 16 | 2nd Year 1.00% of total amount |
| 17 | 3rd Year 1.50% of total amount |
| 18 | 4th Year 2.00% of total amount |
| 19 | 5th Year 2.75% of total amount |
| 20 | Total of Maintanance Cost of (B) |
| 21 | Grand Total Of (A+B) |
| 22 | Total of A+B |
