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| 1 | Paving interlocking tile |
| 2 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 3 | OD76147/2026-2027:Plate vibrator for compaction - Supplying and providing plate vibrator for strong vibratorycompaction of loose - filled soil in trenches / areas where roller compaction is not practical allcomplete as per diretion of engineer in charge. |
| 4 | 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 |
| 5 | 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 |
| 6 | 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) |
| 7 | OD76148/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material (Based on original spec 4.1.A.1) |
| 8 | OD76149/2026-2027:Filling With contractors own Earth( Excluding Rock), in trenchs ,plinth, sides of Foundations, etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming, and Watering, Lead up to 50m and lift up to 1.5m as per direction of site Engineer in Charge |
| 9 | OD76139/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge |
| 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 | OD76140/2026-2027:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows ,fixed with 50 mmdia steel pipe post duly painted on 0.90m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 |
| 12 | OD76138/2026-2027:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of engineer in charge at site OD 79/21-22 Please Enable Macros to View BoQ information |
