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| 1 | ROAD CONCRETE |
| 2 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry |
| 3 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 upto 50 m as per Technical Specification Clause 302.3 |
| 4 | OD18952/2026-2027:DRY RUBBLE MASONRY with department materials hard stone, including in foundation and superstructure including packing to compactness to lines and levels, labour charges etc. complete as per approved drawing and relevant technical specifications. |
| 5 | OD349191/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 without form work (Based on 11.4.1.1) |
| 6 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 |
| 7 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) |
| 8 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 9 | OD349223/2025-2026:Surface dressing of the ground including removing of vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 m and lift up to 1.5 m in all kind of soil |
| 10 | OD18948/2026-2027: Cod1742630/2022_2023 :Construction of Subgrade and Earthen Shoulders - Constructionof sub grade and earthen shoulders with approved materials material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement with lead up to 1000 mas per Technical Specification Clause303.1 (With Roller) JP |
| 11 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. |
| 12 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 13 | OD348685/2025-2026:Supplying and Fixing Granite Name Board Please Enable Macros to View BoQ information |
