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| 1 | SIDE PROTECTION WALL |
| 2 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br> |
| 3 | OD15168/2026-2027:Engaging labor for cleaning and removing debris from bridge and approaches for hindrance freedrainage and site clearance. |
| 4 | OD27144/2026-2027:Bailing out water using pump above 5 HP and Up to 10 HP Bailing out water with engine and pump set above 5HP and up to 10 HP ,including conveyance to site and erection ,cost of fuel lubrication oil and other stores ,pay of staff etc complete. (CE approved OD no 22.2) |
| 5 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m <br> |
| 6 | 13.5.H.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m |
| 7 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 8 | 13.10:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 9 | OD15113/2026-2027:PVC WEEP HOLES - Providing weep holes using 75mm dia . PVC Pipes working pressure 4kg/sq cm including cost of materials ,conveyance ,labour charges etc . complete (as per CE Approved data 2.2) |
| 10 | 4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method |
| 11 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
| 12 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br> |
| 13 | 55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. Please Enable Macros to View BoQ information |
