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| 1 | INTERLOCK |
| 2 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 3 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses |
| 4 | OD336585/2025-2026:od1336463/2021_2022 :Granular sub-base/base/surface course with serviceable material available duringscarifying of existing road. Construction of granular sub-base with departmental material spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at onceand compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as perTechnical Specification Clause 408. ( Modified 4.11.2) |
| 5 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material |
| 6 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead |
| 7 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 |
| 8 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed 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 serve as 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 required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) |
| 10 | OD148185/2025-2026:Interlocking concrete block pavement- Providing and laying of interlocking concrete blockpavements having thickness 80 mm or nearest thickness, minimum strength M40 includingproviding a layer of 6mm aggregate for 50 mm thickness , then laying interlock cobbles in linesand levels as per the direction of the departmental officers at site inclusive of all cost andconveyance charges etc. complete. |
| 11 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) |
| 12 | OD148178/2025-2026:Supplying and fixing nameboard of size 75 cm&45 cm made with GI Plane sheets 1.25 mm thick (class III) FITTED WITH 35x35x4 mm angle 2 nos horizontally and 3 nos vertically to make a frame for strenthening the GI sheet,fitted 2 nos 32 mm GI pipe vertically 90 cm above from groung level and fixing in cement concrete 1:2:4, 30 cmx 30 cm x 30 cm including cost and conveyance of all materials all labour charges fabricating etc.completed Please Enable Macros to View BoQ information |
