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| 1 | Embankment Construction with Material Obtained from Borrow Pits:Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) From private land. |
| 2 | Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method:Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (ii) For Grading i Material |
| 3 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )(B) For RCC Railing |
| 4 | Maintenance of steel and RCC Railing:Repair of steel/ RCC railing to bring it to orginal shape cleaning and repainting as per drawing and technical specification Clause 1911 RCC Railing |
| 5 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 6 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved) |
| 7 | Boundary Pillar: Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 8 | Construction of RCC Guard wall on Bridge Approaches: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 (b)\"With dewatering \"(i)upto 3 m depth |
| 9 | Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and ifnecessary dewatering, complete. A) Brick on flat soling |
| 10 | Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification and steel shuttering formworkRCC Grade M-20 |
| 11 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 12 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 13 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 14 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(I) Stone/Boulder |
| 15 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Please Enable Macros to View BoQ information |
