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| 1 | FoundationProviding 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.(Reference to SR No 12.9 MORT&H Specification-A) |
| 2 | 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.(Reference to SR No 12.9 MORT&H Specification-B) |
| 3 | Providing and constructing one span service road to reach island location from one pier location to another pier location for the Ist season.(Reference to SR No 12.9 MORT&H Specification-C) |
| 4 | Providing and constructing one span service road to reach island location from one pier location to another pier location for the IInd season.(Reference to SR No 12.9 MORT&H Specification-C) |
| 5 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.(Reference to SR No 12.10 MORT&H Specification |
| 6 | RCC in Well Curb M-30 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing.(Reference to SR No 12.11 MORT&H Specification-Aiii Case ii) |
| 7 | RCC in Well Steining M-30 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing.(Reference to SR No 12.11 MORT&H Specification-B vii Case ii) |
| 8 | RCC in False Steining M-30 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing.(Reference to SR No 12.11 MORT&H Specification-B vii Case ii) |
| 9 | PCC in Bottom Plugging M-25 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing.(Reference to SR No 12.11 MORT&H Specification-C Case ii) |
| 10 | PCC in Intermediate Plugging M-20 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing.(Reference to SR No 12.11 MORT&H Specification-D Case ii) |
| 11 | RCC in Well Cap M-35 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification using batching plant & manual placing.(Reference to SR No 12.11 MORT&H Specification-F Case ii) |
| 12 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.(Reference to SR No 12.40 MORT&H Specification-1600) |
| 13 | Sinking of 6.5 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.(Reference to SR No 12.12 MORT&H Specification-A)0 M - 3M |
| 14 | 3 M - 10 M |
| 15 | 10 M -20 M |
| 16 | 20 M- 30 M |
| 17 | Sand Filling in Wells complete as per Drawing and Technical Specifications.(Reference to SR No 12.21 MORT&H Specification) |
| 18 | Sub structureRCC in Pier M-35 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications..(Reference to SR No 13.5H MORT&H Specification p) |
| 19 | RCC in Abutment column M-35 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Reference to SR No 13.5H MORT&H Specification p) |
| 20 | RCC in Pier cap M-35 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Reference to SR No 13.5H MORT&H Specification p) |
| 21 | RCC in Top beam M-35 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Reference to SR No 13.5H MORT&H Specification p) |
| 22 | RCC in Pedestal M-40 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Reference to SR No 13.5 I MORT&H Specification p) |
| 23 | RCC in seismic arrester M-40 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Reference to SR No 13.5 I MORT&H Specification p) |
| 24 | RCC in Back wall, Wing wall & Parapet M-35 of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Reference to SR No 13.5H MORT&H Specification p) |
| 25 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications (Reference to SR No 13.6 MORT&H Specification Section 1600 & 2200) |
| 26 | 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.(Reference to SR No 13.18 MORT&H Specification 2000& 2200 ) |
| 27 | Super StructurePSC Main Beam Furnishing and Placing M-45 Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.(Reference to SR No 14.1 F MORT&H Specification) |
| 28 | RCC in deck slab Furnishing and Placing M-40 Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.(Reference to SR No 14.1 E MORT&H Specification) |
| 29 | Foothpath Furnishing and Placing M-40 Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.(Reference to SR No 14.1 E MORT&H Specification) |
| 30 | RCC in cross beam Furnishing and Placing M-45 Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.(Reference to SR No 14.1 F MORT&H Specification) |
| 31 | Provision of an Reinforced cement concrete crash barrier M-40 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.(Reference to SR No 14.1 E MORT&H Specification) |
| 32 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.(Reference to SR No 14.2 MORT&H Specification 1600) |
| 33 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.(Reference to SR No 14.3 MORT&H Specification 1800) |
| 34 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.(Reference to SR No 14.4 C MORT&H Specification) |
| 35 | 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.(Reference to SR No 14.21 MORT&H Specification 2607) |
| 36 | Drainage Spouts complete as per drawing and Technical specification.(Reference to SR No 14.9 MORT&H Specification 2705) |
| 37 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. (Reference to SR No 14.10 MORT&H Specification 2700) |
| 38 | Reinforced cement concrete approach slab M-30 including reinforcement and formwork complete as per drawing and Technical specification.(Reference to SR No 14.11 MORT&H Specification 1500,1600,1700 & 2704 ) |
| 39 | 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.(Reference to SR No 14.8 MORT&H Specification 2703.2 & 1900) |
| 40 | 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.(Reference to SR No 14.16 MORT&H Specification 800) |
| 41 | Steel Pile Bridge Please Enable Macros to View BoQ information |
