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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 20 |
| 2 | Construction of subgrade with Material obtained from borrow pits of Lokal earth Construction of Embankment with approved Material obtained from abaiable land and permitted and approved by E/I and as per technical specification clause 301.3.4.1 with all Lift and Lead,spreading,Grading to required slope and copacting to meet requirment of tables 300 .1 aad 300.2 as per tech classification 301.5 3 Km Cortage from site. |
| 3 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to requierd lines, curves, grads and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements. |
| 4 | Providing, Laying,Spreding and Compacting Stone aggregates of Specific Sizes to Water Bound Macadam specification i/c Spreding in Uniform thickness, hand Packing,Rolling with Three Wheel 80-100 Kn.Static Roller in Stages to Proper Grade and Camber Applying Stone Screenig,Binding Materials to Fill up the Intersticks of Coarse Aggregate,Watering and Compacting to the Required Density Grade-2 as per technical specification clause 405 |
| 5 | Providing,Leying,Spreding and compacting Stone Aggregates of Specific sizes to Water Bound Macadam Specification i/c Spreding in Uniform thickness,Hand Packing, Rolling with Three Wheel 80-100 KN Static Roller in stages to Proper Grade and camber Applying and Brooming Stone Screening to Fill up the intersticks of Coarse aggregate, Watering and Compacting to the Required Density Grade-3. as per technical specification clouse 405 |
| 6 | Brick edging on both side of brick class M- 15 with 8 Cm. wide & 12 Cm. deep laid with mud mortar including all complete. As Per SOR S.I.N0. 765. |
| 7 | 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. |
| 8 | Providing and Applying Tack Coat with Maxfalt VG-10 Using Bitumen distributor at the Rate of 0.25 to 0.35 Kg. Per Sqm on the Prepared bituminous surface cleaned with Hydaulic Broom As Per Technical Specification Clause 503. |
| 9 | Providing, Laying and Rolling of Open- Graded Primix Carpeting of 20 mm thickness composed of 13.20 mm to 11.20 mm Size of Aggregate either Using Penetration Grade Bitumen of 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 KT static roller Capacity. Finished to Required Level and Grade to be seal coat of either Type A or Type B or Type C As Per Technical Specification Clause 508. |
| 10 | 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. |
| 11 | Supply and Lying of 450 mm dia RCC Hume Pipe NP3 Plain ened/Flush Joint pipe including loading, Unloading and transpotation etc. (3*2.5/7.5 mt) |
| 12 | Supply and Fixing of Sign Board at site. As Per N.S. Please Enable Macros to View BoQ information |
