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| 1 | Drain reconstruction, Tile relaying |
| 2 | OD431060/2025-2026: :Taking out existing CC interlocking paver blocks foot path/ central verge, includingremoval of rubbish etc. disposal of unserviceable material to the dumping ground , for which payment shallbe made separately and stacking of serviceable material within 50.00m lead as per direction of Engineer- in charge |
| 3 | OD431063/2025-2026:(MD 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 by RAMMING to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material |
| 4 | OD431061/2025-2026:Laying old cement concrete interlocking paver block of any design/ shape laid inrequired line , level, curvature, colour, and pattern over and including 50mm thick compacted bed of coarsesand , filling the joints with fine sand etc. all complete as per the direction of Engineer-in -charge (old CCpaver block shall be supplied by the department free of cost) |
| 5 | OD431062/2025-2026:Providing and Laying of interlocking Concrete Block Pavements using 80mm M40 hydraulic blocks of approved size, design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge |
| 6 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete |
| 7 | 3.5.1:Excavation 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 to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 8 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 9 | 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) |
| 10 | 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) |
| 11 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 |
| 12 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 13 | OD431059/2025-2026:Engaging man coolie |
| 14 | OD438612/2025-2026:Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape andapproved quality L D - 2.5 Rectangular shape 600x450 mm internal dimensions( mod.19.9.1.1 Please Enable Macros to View BoQ information |
