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| 1 | SH: RLR |
| 2 | Scarifying Existing Granular Surface to a Depth of 50mm by manual mean ( Scarifying the existing granular road surface to a depth of 50mm andd disposal of scarified materials within all lifts and leads upto 1000 meters) |
| 3 | Earth work in excavation in 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.I) Ordunary soilManual means |
| 4 | Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. |
| 5 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 6 | Granular Sub-base with close graded Material (Table-400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in unknown layers with motor grader on desired density, complete as per clause 401)i) for grading-I Material |
| 7 | Construction of Subgrade and Earthen shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 8 | SH: Box Cluvert |
| 9 | Excavation for Structures (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.)(i) Ordinary soil (A) Manual Means - Upto 3 m depth |
| 10 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) RCC Grade M15 |
| 11 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25 Case I Using concrete Mixer |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (E) RCC Grade M20 Case I Using concrete Mixer |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 14 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 15 | Drainage Spouts complete as per drawing and Technical specification |
| 16 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 17 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 18 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Please Enable Macros to View BoQ information |
