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| 1 | Road Work |
| 2 | 3.5.1Excavation in Cutting in Soil by manual means with lead upto 50 m <br>Excavation for roadway in soil using manual means for carrying of cut earth toembankment site with a lift upto 1.5 m and lead upto 50 m as per TechnicalSpecification Clause 302.3 |
| 3 | OD306473/2025-2026Scarifying the existing bituminous road surface to a depth of 50 mm and disposal ofscarified material with in all lifts and lead upto 1000 metres by Mechanical Means (MORTH 3.15) |
| 4 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mixin Place Method <br> Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smoothwheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. <br> (i) For Grading I Material |
| 5 | 4.9Wet Mix Macadam <br> Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam specification including premixing the materialwith water at OMC in mechanical mixer (Pug Mill), carriage of mixed material bytipper to site, laying in uniform layers in sub-base/base course on a well prepared subbaseand compacting with smooth wheel roller of 80 to 100kN weight to achieve thedesired density including lighting, barricading and maintenance of diversion, etc asper Tables 400.11 & 400.12 and Technical Specification Clause 406. <br>By Mechanical Means with 1 km lead |
| 6 | 75.5.1.1pbPrime Coat - Low porosity - With Packed Bitumen Rates <br> Providing andapplying 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 |
| 7 | OD311102/2025-2026Filling up pot holes (cut and formed to regular shapes and all loose and defectivematerials removed)after supplying a prime coat of hot bitumen using 36mm broken stone andcompacting with power rollerto get a compact surface |
| 8 | 75.5.2.3pbTack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned withHydraulic broom as per Technical Specification Clause 503. |
| 9 | 75.5.2.2pbTack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned withHydraulic broom as per Technical Specification Clause 503 |
| 10 | OD306532/2025-2026Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing,laying and rolling of close-graded premix surfacing material of 30 mm thicknesscomposed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B)aggregates using penetration grade bitumen to required line, grade and level to serveas wearing course on a previously prepared base, including mixing in a suitable plant,laying and rolling with a three wheel 8-10 kN static roller and finishing to requiredlevel and grades as per Technical Specification Clause 509 <br> By ManualMeans :- Type A <br> (II) Bitumen (S-65) |
| 11 | OD311100/2025-2026Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m |
| 12 | EXCLUSIVE OF GST |
| 13 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 14 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 15 | 3.Rate should be Exclusive of GST. |
| 16 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 17 | GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
