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| 1 | Description |
| 2 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 6 m dia. Well.Assuming depth of water 1.0 m and height of island to be 1.25 m. |
| 3 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 6 m dia. Well.Assuming depth of water 4.0 m and height of island 4.5 m. |
| 4 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 5 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 6 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 7 | RCC in Well Curb Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 8 | RCC in Well Steining Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 9 | RCC in False Steining Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 10 | PCC in Bottom Plugging Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 11 | PCC in Intermediate Plugging Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 12 | RCC in Well Cap Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing |
| 13 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 14 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.0 M - 3M |
| 15 | 3 M - 10 M |
| 16 | 10 M -20 M |
| 17 | 20 - 30 M |
| 18 | Negative sinking |
| 19 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 20 | RCC in Pier Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 21 | RCC in Abutment column Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 22 | RCC in Pier cap Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 23 | RCC in Top beam Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 24 | RCC in Pedestal Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 25 | Pedestal Wall A2 & P6 |
| 26 | RCC in seismic arrester Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 27 | RCC in Back wall, Wing wall & Parapet of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 29 | Seismic Pad |
| 30 | 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. |
| 31 | Dismentaling of A2 Back Wall, Wing Wall & Return Wall |
| 32 | PSC Main Beam Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 33 | RCC in deck slab Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 34 | RCC in Solid deck slab Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 35 | RCC in cross beam Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 36 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement 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 |
| 37 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 38 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications |
| 39 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 40 | Providing 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. |
| 41 | Drainage Spouts complete as per drawing and Technical specification |
| 42 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 43 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 44 | Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. |
| 45 | 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 sqm. |
| 46 | pile bridge |
| 47 | pile bridge Please Enable Macros to View BoQ information |
