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| 1 | Jungle clearing technical specification clause 201 in area of non thorny jungle. |
| 2 | Construction of embankment 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 |
| 3 | Providing and laying of 22.5 cm compacted)blanket coat stone dust I/c roller charge making medhi and also including sprinkling of water as required and also including maintenance of barrier etc. |
| 4 | Providing Laying and Consolidation of GSBcompacted up to 12.5 cm in soling coat (WBM-I) by three wheel 80-100 KN static roller including hire and fuel charges also includingspreading in uniform |
| 5 | Providing Laying and Consolidation of45-63 mm GSBcompacted up to 7.50 cmin inter coat (WBM-II) by three wheel 80-100 KN static roller including hire and fuel charges also. |
| 6 | Providing Laying and Consolidation of22.4-53 mm gauge Granite stone ballast Compacted thickness up to 7.5 cm in top coats (WBM-III) by three wheel 80-100 KN static roller including hire and fuel charges also in |
| 7 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3. |
| 8 | Laying brick soling layer on prepared sub-grade with brick onedging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing as per Technical Specification Clause 412. |
| 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 |
| 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 |
| 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 |
| 13 | Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beeds On Bitumenous Surface.Providing & Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area. Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. the finished surface to the level, uniform and free from streaks and holes. |
| 14 | Direction and place identification retro-reflectorised signs upto 0.9Sqm Size Board Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 15 | Kilometer Stone Reinforced cement concrete M-15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 16 | Informatory stone board . |
