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| 1 | SH : 1 : Foundation |
| 2 | Excavation for StructuresEarth 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 .. Mechanical means |
| 3 | a) Ordinary Soil |
| 4 | b) Hard Rock ( blasting prohibited ) |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 |
| 6 | Providing and casting Cement Concrete for Reinforced Concrete of grade M35 in Pile Cap complete as per Drawing and Technical Specification. |
| 7 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per Drawing and Technical Specifications |
| 8 | SH : 2 : Sub Structure |
| 9 | Plain/Reinforced Cement Concretein Sub structure complete as per drawing Technical SpecificationsRCC Grade M30Height 5m to 10mWith Batching Plant, Transit Mixer and Concrete Pump |
| 10 | Supplying, fitting and placing HYSD bar reinforcement of grade Fe 500 in sub stucture complete as per Drawing and Technical Specifications |
| 11 | 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 |
| 12 | 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. |
| 13 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification With Granular materials. |
| 14 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. |
| 15 | SH : 3 : SuperStructure |
| 16 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M 30, height up to 5mUsing Batching Plant, Transit Mixer and Concrete Pump. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for :-a) Suspended floors, roofs, Landings.. |
| 18 | Supplying, fitting and placing HYSD bar of grade Fe 500 reinforcement in super-structure complete as per drawing and technical specifications. |
| 19 | Providing and placing of a Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-35 grade concrete with HYSD reinforcement of grade Fe500 conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. ( M 35 grade concrete crash barrier) |
| 20 | Type - B, \\"THRIE\\" : Metal Beam Crash BarrierProviding and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 |
| 21 | Providing and fixing of Drainage Spouts complete as per drawing and Technical specification |
| 22 | Providing and placing of PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 23 | Providing and placing of Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (M 30) |
| 24 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 25 | Strip Seal Expansion JointProviding and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 26 | Painting on concrete surfaceProviding 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 sqm. |
| 27 | Load testing of Super Structure of bridge after completion in all respect using static load method to determine acceptance of criteria of elastic deformation as per IRC:SP:51-2015 complete as per direction of Engineer-In-Charge. |
| 28 | Routine Maintenance |
| 29 | First Year |
| 30 | Second Year |
| 31 | Third Year |
| 32 | Fourth Year |
| 33 | Fifth Year Please Enable Macros to View BoQ information |
